bridgenum demolished name nickname info latitude longitude road crossing city county state country mapcomment material config connections location type movement movabletype panels spantype mainspans amaterial aconfig aconnections alocation atype amovement amovabletype apanels aspantype approachspans date rehabdate builder engineer hsrnat hsrloc mainfeet mainmeters totalfeet totalmeters roadfeet roadmeters thumb mainphoto link bridgehunter
1 Well's Bridge 1/2 Mile Road Bridge / Marl Lake Road Bridge At 80 feet, this is a rather short example of a through truss. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.071740 -85.287250 Marl Lake Road (1/2 Mile Road) Nottawa Creek (Nottawassepee River) Rural Branch County, Michigan and Calhoun County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1904 0 Unknown 7 7 80 24.38 80 24.38 15 4.57 https://historicbridges.org/truss/halfmile/little_halfmile2-20-20_9484_small.jpg https://historicbridges.org/truss/halfmile/little_halfmile2-20-20_9484.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/halfmile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.071740,-85.287250
4 ! Gibson Bridge 1st Line South Bridge This beautiful heritage bridge is the earliest example of its type in Centre-Wellington township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. 43.740280 -80.389710 1st Line Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1917 0 Charles Borromeo Mattaini of Fergus, Ontario 7 7 0 0 79.7 24.29 18 5.49 https://historicbridges.org/ontario/1stline2/little_p1560395_small.jpg https://historicbridges.org/ontario/1stline2/little_p1560395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/1stline2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.740280,-80.389710
5 2nd Avenue Bridge This noteworthy bascule bridge won an award for its beauty when constructed. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal railing height girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Clifford E. Paine of Chicago, Illinois. 45.063760 -83.430910 2nd Avenue Thunder Bay River Alpena Alpena County, Michigan Michigan United States Metal Railing Height Girder Movable: Double Leaf Bascule Strauss Trunnion 0 1 Metal Stringer (Multi-Beam) 0 5 1939 1988 W. J. Storen Company of Detroit, Michigan Clifford E. Paine of Chicago, Illinois 7 7 127 38.71 261.8 79.8 40 12.19 https://historicbridges.org/michigan/alpena/little_p1310936_small.jpg https://historicbridges.org/michigan/alpena/little_p1310936.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/alpena/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.063760,-83.430910
7 2nd Street Bridge This attractive stone arch contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.475140 -77.128710 2nd Street (Bloomfield Avenue) Little Buffalo Creek Newport Perry County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 40 12.19 40 12.19 22 6.71 https://historicbridges.org/pennsylvania/2ndstnewport/little_2ndstreetnewport004_small.jpg https://historicbridges.org/pennsylvania/2ndstnewport/little_2ndstreetnewport004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/2ndstnewport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.475140,-77.128710
10 2nd Street Bridge South Side Bridge A beautiful through truss forms the centerpiece for this town and was built by the prominent King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.525730 -85.848440 2nd Street Kalamazoo River Allegan Allegan County, Michigan Michigan United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 0 0 1886 1982 King Bridge Company of Cleveland, Ohio 8 8 200 60.96 229 69.8 16 4.88 https://historicbridges.org/truss/2nd/little_brg_0021_small.jpg https://historicbridges.org/truss/2nd/little_brg_0021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/2nd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.525730,-85.848440
11 ! 2nd Street Bridge This is the last of Flint's three largest downtown area arch bridges, and is in poor condition. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. 43.010870 -83.699450 2nd Street Swartz Creek Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1918 0 Price Brothers Company of Lansing, Michigan 5 8 70 21.34 75.8 23.1 32.2 9.81 https://historicbridges.org/michigan/flint2nd/little_pict6751_small.jpg https://historicbridges.org/michigan/flint2nd/little_pict6751.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flint2nd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.010870,-83.699450
12 2nd Street Railroad Overpass A nice stone arch bridge is located near the large railroad deck truss in Niles. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by ?.R. Porter. 41.835720 -86.257460 Railroad (Amtrak, Norfolk Southern) 2nd Street Niles Berrien County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1891 0 ?.R. Porter 3 6 0 0 0 0 0 0 https://historicbridges.org/other/niles2nd/little_2nd954_small.jpg https://historicbridges.org/other/niles2nd/little_2nd954.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/niles2nd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.835720,-86.257460
13 3rd Avenue Bridge Although altered, this unique s-curve bridge retains its rare arch ribs with Melan type reinforcing. The technical description of the main or most noteworthy span of the bridge is a 236.6 ft (72.12 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frederick William Cappelen and Kristoffer Olsen Oustad. 44.983290 -93.259040 3rd Avenue Mississippi River Minneapolis Hennepin County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 7 Metal Stringer (Multi-Beam) Fixed 0 4 1917 1980 Unknown Frederick William Cappelen and Kristoffer Olsen Oustad 6 7 236.6 72.12 1888 575.46 58.7 17.89 https://historicbridges.org/minnesota/3rdave/little_3rdave0593_small.jpg https://historicbridges.org/minnesota/3rdave/little_3rdave0593.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/3rdave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.983290,-93.259040
14 3rd Street Bridge This small stone arch bridge has two spans of different size. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) stone Segmental deck arch, fixed. The bridge was primarily built by D. E. O'Connell and Sons. The bridge was primarily designed by Nathan R. Rambo. 39.828060 -75.780560 3rd Street (PA-3035) East Branch White Clay Creek Avondale Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1912 1986 D. E. O'Connell and Sons Nathan R. Rambo 5 5 29 8.84 40 12.19 18 5.49 https://historicbridges.org/pennsylvania/chester2403rdst/little_bridge240007_small.jpg https://historicbridges.org/pennsylvania/chester2403rdst/little_bridge240007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester2403rdst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.828060,-75.780560
15 3rd Street Bridge Lefty O'Doul Bridge This Strauss heel-trunnion bascule bridge has an extra section of roadway cantilevered out from one side of the bridge. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Barrett and Hilp of San Francisco, California. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 37.776790 -122.390220 3rd Street China Basin San Francisco San Francisco County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 Concrete T-Beam Fixed 0 5 1933 0 Barrett and Hilp of San Francisco, California Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 143 43.59 295 89.92 71.5 21.79 https://historicbridges.org/california/3rd/little_day1_3rdstreetbridge00098_small.jpg https://historicbridges.org/california/3rd/little_day1_3rdstreetbridge00098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/3rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.776790,-122.390220
16 3rd Street Bridge Newport Pennsylvania Railroad Bridge One of three attractive stone arch bridges over this creek in Newport. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.474970 -77.129610 Railroad (Pennsylvania Railroad) Little Buffalo Creek Newport Perry County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 3 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rrstonenewport/little_rrbridgenewport006_small.jpg https://historicbridges.org/pennsylvania/rrstonenewport/little_rrbridgenewport006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rrstonenewport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.474970,-77.129610
18 3 Mile Road Railroad Overpass A late example of a Michigan State Highway Department grade separation. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal deck girder, fixed. The bridge was primarily built by Owen-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. 43.015100 -85.732440 Railroad (Coopersville and Marne Railway) 3 Mile Road Walker Kent County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1961 0 Owen-Ames-Kimball Company Michigan State Highway Department 1 3 59.7 18.2 59.7 18.2 0 0 https://historicbridges.org/michigan/3mile/little_rpict066_small.jpg https://historicbridges.org/michigan/3mile/little_rpict066.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/3mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.015100,-85.732440
19 3rd Street Bridge This is the newer and larger of two movable bridges in Chatham. The technical description of the main or most noteworthy span of the bridge is a 111.5 ft (33.99 m) metal Variable Depth deck girder, movable: bascule, Rolling Lift. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 42.406040 -82.189970 3rd Street Thames River Chatham Chatham-Kent Region, Ontario Ontario Canada Metal Variable Depth Deck Girder Movable: Bascule Rolling Lift 0 1 Metal Railing Height Girder Fixed 0 2 1962 1986 Hamilton Bridge Company of Hamilton, Ontario Hazelet and Erdal of Chicago, Illinois 4 5 111.5 33.99 308.4 94 37.7 11.49 https://historicbridges.org/ontario/3rd/little_pict3145_small.jpg https://historicbridges.org/ontario/3rd/little_pict3145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/3rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.406040,-82.189970
20 3rd Street Islais Creek Bridge Levon Hagop Nishkian Bridge This wide bascule with three girder lines has racks that extend above the deck. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Leon Hagop Nishkian of San Francisco, California. 37.747370 -122.387290 3rd Street Islais Creek San Francisco San Francisco County, California California United States Metal Through Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 0 0 1945 0 Unknown Leon Hagop Nishkian of San Francisco, California 6 6 105 32 120 36.58 68.2 20.79 https://historicbridges.org/california/3rdsouth/little_day1_3rdstreetsouth00172_small.jpg https://historicbridges.org/california/3rdsouth/little_day1_3rdstreetsouth00172.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/3rdsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.747370,-122.387290
22 4th Street Bridge One of two graceful curved t-beam bridges in Kalamazoo County I managed to visit just before their historic integrity was compromised. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.227770 -85.725700 4th Street I-94 Rural Kalamazoo County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 2006 Holloway Construction Company of Livonia and Wixom, Michigan Michigan State Highway Department 2 3 81 24.69 259 78.94 26.6 8.11 https://historicbridges.org/concrete/4th/bkg_mich43_small.jpg https://historicbridges.org/concrete/4th/mich084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/4th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.227770,-85.725700
23 4th Street Bridge Broadway Avenue Bridge Part of a historic railroad, this plate girder is also noted for its continuous design and association with a noteworthy builder. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal continuous deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.337450 -79.713900 4th Street (Broadway Avenue) Railroad (Norfolk Southern) North Irwin Westmoreland County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 Continuous 3 0 0 1900 0 King Bridge Company of Cleveland, Ohio 4 6 61 18.59 145 44.2 22 6.71 https://historicbridges.org/pennsylvania/broadwayoverpass/little_p1470854_small.jpg https://historicbridges.org/pennsylvania/broadwayoverpass/little_p1470854.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadwayoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.337450,-79.713900
24 4th Avenue Bridge This unusual and significant historic pony truss bridge was left in place despite a complete redevelopment around it. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 44.986500 -93.272000 4th Avenue (Repurposed As Walkway) Railroad (Abandoned BNSF) Minneapolis Hennepin County, Minnesota Minnesota United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 9 1 0 0 1891 0 Pennsylvania Steel Company of Steelton, Pennsylvania 7 7 46 14.02 48 14.63 37 11.28 https://historicbridges.org/minnesota/4thave/little_4thave4395_small.jpg https://historicbridges.org/minnesota/4thave/little_4thave4395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/4thave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.986500,-93.272000
25 4th Street Bridge This attractive bridge is a traditionally composed stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.474350 -77.130640 4th Street (PA-34) Little Buffalo Creek Newport Perry County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1929 1968 Unknown 6 6 23 7.01 70 21.34 21.7 6.61 https://historicbridges.org/pennsylvania/rt34newport/little_rt34newport008_small.jpg https://historicbridges.org/pennsylvania/rt34newport/little_rt34newport008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt34newport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.474350,-77.130640
26 4th Street Bridge Peter R. Maloney Bridge This bridge is an early and rare example of a Strauss vertical overhead counterweight type bascule. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Thomson Bridge Company of San Francisco, California. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 37.775050 -122.392420 4th Street China Basin San Francisco San Francisco County, California California United States Metal Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule Strauss Trunnion 0 1 Concrete T-Beam Fixed 0 0 1917 2006 Thomson Bridge Company of San Francisco, California Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 94 28.65 205 62.48 40 12.19 https://historicbridges.org/california/4th/little_day1_4thstreetbridge00277_small.jpg https://historicbridges.org/california/4th/little_day1_4thstreetbridge00277.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/4th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.775050,-122.392420
27 ! 4th Street Bridge This is an impressive 1930s Warren camelback truss bridge with deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 39.088070 -84.504490 4th Street Licking River Covington and Newport Kenton County, Kentucky and Campbell County, Kentucky Kentucky United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Warren Rivet-Connected Deck Truss Fixed 8 13 1936 0 Unknown 6 7 250 76.2 1001.7 305.32 36 10.97 https://historicbridges.org/kentucky/ky8/little_pict1684_small.jpg https://historicbridges.org/kentucky/ky8/little_pict1684.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/ky8/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.088070,-84.504490
28 4th Street Bridge Allen County Bridge 525 Designed by a noteworthy local engineer, this is a late but rare example of a Melan style arch bridge. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Herman Tapp Construction Company of Fort Wayne, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. 41.088100 -85.135570 4th Street Spy Run Creek Fort Wayne Allen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 0 Herman Tapp Construction Company of Fort Wayne, Indiana Asa Waters Grosvenor of Fort Wayne, Indiana 7 6 55 16.76 65 19.81 30 9.14 https://historicbridges.org/indiana/4thstreetbridge/little_4thstreetbridge1420_small.jpg https://historicbridges.org/indiana/4thstreetbridge/little_4thstreetbridge1420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/4thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.088100,-85.135570
29 4 3/4 Mile Road Bridge The only known bridge built by the Tunnel City Bridge and Iron Works was relocated to a private subdivision. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Tunnel City Bridge and Iron Works of Port Huron, Michigan. 43.557690 -84.319600 4 3/4 Mile Road Pine River Rural Midland County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1903 0 Tunnel City Bridge and Iron Works of Port Huron, Michigan 7 8 116 35.36 120 36.58 15 4.57 https://historicbridges.org/truss/434/little_zimg_20211113_155621_small.jpg https://historicbridges.org/truss/434/little_zimg_20211113_155621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/434/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.557690,-84.319600
31 5th Line Bridge This is a small pony truss a short distance off the main road on a dead-end road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.996670 -80.014920 5th Line Nottawasaga River Rural Dufferin County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/5thlinepony/little_img_5608_small.jpg https://historicbridges.org/ontario/5thlinepony/little_img_5608.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/5thlinepony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.996670,-80.014920
34 5th Street Bridge Turners Falls Road Bridge A tall pony truss provides an attractive and functional crossing. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.608430 -72.560600 5th Street (Turners Falls Road) Power Canal Turners Falls Franklin County, Massachusetts Massachusetts United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1954 1992 Unknown 4 5 134 40.84 136.2 41.51 26 7.92 https://historicbridges.org/massachusetts/turnersfalls/little_pict8355_small.jpg https://historicbridges.org/massachusetts/turnersfalls/little_pict8355.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/turnersfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.608430,-72.560600
36 5th Street Bridge This bridge is an extremely rare Ontario example of a bridge designed by the Scherzer Rolling Lift Company! The technical description of the main or most noteworthy span of the bridge is a 84.6 ft (25.79 m) metal Variable Depth deck girder, movable: bascule, Rolling Lift. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 42.406590 -82.185700 5th Street Thames River Chatham Chatham-Kent Region, Ontario Ontario Canada Metal Variable Depth Deck Girder Movable: Bascule Rolling Lift 0 1 Metal Railing Height Girder Fixed 0 2 1931 1992 Canadian Bridge Company of Walkerville, Ontario Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 84.6 25.79 253.2 77.18 36 10.97 https://historicbridges.org/ontario/5th/little_pict3195_small.jpg https://historicbridges.org/ontario/5th/little_pict3195.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/5th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.406590,-82.185700
37 5th Street Bridge WV-14 Bridge This stunning, massive truss bridge is significant as a Depression Public Works Adminstration project. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Mortimer W. Smith. 39.260200 -81.556300 5th Street (Division Street / WV-14) Little Kanawha River Parkersburg Wood County, West Virginia West Virginia United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 13 1935 1998 Mortimer W. Smith 6 7 350 106.68 905 275.84 40 12.19 https://historicbridges.org/wvirginia/parkersburg/bkg_07march392_small.jpg https://historicbridges.org/wvirginia/parkersburg/07march1028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/parkersburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.260200,-81.556300
38 5th Street Bridge Jefferson Davis Memorial Bridge This attractive haunched deck plate girder swing bridge retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. 33.476540 -81.957060 5th Street Savannah River Augusta Richmond County, Georgia and Aiken County, South Carolina Georgia and South Carolina United States Metal Deck Girder Movable: Swing Center Pier 0 2 Metal 0 12 1931 0 Nashville Bridge Company of Nashville, Tennessee 5 6 119.8 36.52 1201.8 366.31 21.7 6.61 https://historicbridges.org/georgia/5th/little_dsc_1693_small.jpg https://historicbridges.org/georgia/5th/little_dsc_1693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/5th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.476540,-81.957060
39 6 Mile Creek Road Bridge West Haven Bridge With its beautiful and unusual portal bracing design, this bridge is among Michigan's finest bridges. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 43.091470 -84.154770 6 Mile Creek Road Shiawassee River Rural Shiawassee County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Morse Bridge Company of Youngstown, Ohio 7 8 128 39.01 132 40.23 16 4.88 https://historicbridges.org/truss/6mile/little_pict6728_small.jpg https://historicbridges.org/truss/6mile/little_pict6728.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/6mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.091470,-84.154770
40 6 Mile Road Hines Drive Bridge This is one of the older and more significant rigid-frame bridges crossing historic Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.410670 -83.471930 6 Mile Road Hines Drive Northville Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 0 0 0 1933 0 Unknown 6 6 59.7 18.2 67 20.42 40 12.19 https://historicbridges.org/michigan/6milehines/little_p1370953_small.jpg https://historicbridges.org/michigan/6milehines/little_p1370953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/6milehines/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.410670,-83.471930
41 6 Mile Road Railroad Bridge This railroad overpass has some attractive aesthetic details. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.411500 -83.468710 Railroad (CSX) 6 Mile Road Northville Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 2 2 66 20.12 72 21.95 0 0 https://historicbridges.org/michigan/6milerr/little_p1370894_small.jpg https://historicbridges.org/michigan/6milerr/little_p1370894.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/6milerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.411500,-83.468710
42 6 Mile Road Middle River Rouge Bridge An old example of a rigid-frame, this bridge was built at the same time as a nearby Hines Drive overpass. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.410930 -83.470820 6 Mile Road Middle River Rouge Northville Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 0 0 0 1933 0 Unknown 6 6 53.8 16.4 59.7 18.2 40 12.19 https://historicbridges.org/michigan/6mileriver/little_p1370914_small.jpg https://historicbridges.org/michigan/6mileriver/little_p1370923.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/6mileriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.410930,-83.470820
43 6th Concession Dougall Parkway Bridge This attractive bridge is an excellent and locally rare example of a standard rigid-frame overpass in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.246950 -82.979460 6th Concession Dougall Parkway Windsor Essex County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1956 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/ontario/dougalparkway/little_p1430013_small.jpg https://historicbridges.org/ontario/dougalparkway/little_p1430013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dougalparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246950,-82.979460
44 6th Street Bridge A documentation of this bridge during a time when its historic integrity was higher than any other similar bridge, but today the bridge has modern railings added. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Canonie Construction Company of South Haven, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.235720 -85.706200 6th Street I-94 Rural Kalamazoo County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 2006 Canonie Construction Company of South Haven, Michigan Michigan State Highway Department 2 3 79.7 24.29 257 78.33 26.2 7.99 https://historicbridges.org/concrete/6th/bkg_mich27_small.jpg https://historicbridges.org/concrete/6th/mich072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/6th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.235720,-85.706200
47 6th Street Bridge Roberto Clemente Bridge Most suspension bridges use cable; this unusual bridge uses eye-bars. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal through plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania. 40.445640 -80.003390 6th Street Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Plate Girder Stiffening Eyebar Chain Suspension Fixed 0 3 Metal Stringer (Multi-Beam) Fixed 0 2 1928 1995 American Bridge Company of New York, New York Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania 8 9 430 131.06 995 303.28 38 11.58 https://historicbridges.org/other/6th/little_p1220744_small.jpg https://historicbridges.org/other/6th/little_p1220744.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/6th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.445640,-80.003390
48 6th Street Bridge This is the longest Pratt through truss bridge in Michigan and its preservation is a model for proper bridge maintenance. The technical description of the main or most noteworthy span of the bridge is a 154.1 ft (46.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.976680 -85.674510 6th Street Grand River Grand Rapids Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 10 4 0 0 1886 1978 Massillon Bridge Company of Massillon, Ohio 8 10 154.1 46.97 544.7 166.02 18 5.49 https://historicbridges.org/truss/6th/little_p1330586_small.jpg https://historicbridges.org/truss/6th/little_p1330586.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/6th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976680,-85.674510
49 6th Street Bridge Power Street Bridge This uncommon Double Warren truss was bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Eastern Bridge and Structural Company of Worcester, Massachusetts. 42.607620 -72.561360 6th Street (Abandoned Power Street Alignment) Power Canal Turners Falls Franklin County, Massachusetts Massachusetts United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1912 0 Eastern Bridge and Structural Company of Worcester, Massachusetts 7 7 136 41.45 139 42.37 19.4 5.91 https://historicbridges.org/massachusetts/powerstreet/little_pict8336_small.jpg https://historicbridges.org/massachusetts/powerstreet/little_pict8336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/powerstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.607620,-72.561360
51 7 Mile Road Bridge This concrete camelback has been beautifully preserved! The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.673860 -84.389330 7 Mile Road Salt River Sanford Midland County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1927 0 Unknown Michigan State Highway Department 7 7 90 27.43 92 28.04 22 6.71 https://historicbridges.org/concrete/7mile/little_7mile_5074_small.jpg https://historicbridges.org/concrete/7mile/little_7mile_5074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/7mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.673860,-84.389330
52 L 7 Mile Road Bridge One of a handful of overpasses that were the last examples of an unusual variation of an attractive Michigan railing design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.430010 -83.219330 7 Mile Road Southfield Freeway (M-39) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 2 0 0 1963 0 Unknown Michigan State Highway Department 1 3 53.8 16.4 109 33.22 125 38.1 https://historicbridges.org/michigan/southfield_7mile/little_dscf5261_small.jpg https://historicbridges.org/michigan/southfield_7mile/little_dscf5261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_7mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.430010,-83.219330
53 7 Mile Road Bridge This nationally significant bridge has a unique Pegram truss configuration, yet is a bridge few know about. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 39.673900 -84.622300 7 Mile Road 7 Mile Creek Rural Preble County, Ohio Ohio United States Metal Pegram Pin-Connected Through Truss Fixed 10 1 0 0 1906 1985 Indiana Bridge Company of Muncie, Indiana 8 9 146 44.5 155 47.24 15.7 4.79 https://historicbridges.org/ohio/7mile/little_pict2445_small.jpg https://historicbridges.org/ohio/7mile/little_pict2445.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/7mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.673900,-84.622300
54 7th Street Bridge Take a tour of the inside of the only single leaf highway bascule bridge in Michigan, which was built in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal Variable Depth deck girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by J. A. L. Waddell. 42.976410 -82.427420 7th Street (Erie Street) Black River Port Huron St. Clair County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule Fixed Trunnion 0 1 Concrete Rigid-Frame Fixed 0 2 1933 2009 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin J. A. L. Waddell 6 7 114 34.75 273 83.21 40 12.19 https://historicbridges.org/other/7th/little_p2060590_small.jpg https://historicbridges.org/other/7th/little_p2060590.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/7th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976410,-82.427420
55 7th Street Improvement Arches 7th Street Bridge This is the only known example of a rare helicoidal type skewed stone arch bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) stone Semicircular deck arch, fixed. The bridge was primarily built by McArthur Brothers of Chicago, Illinois. The bridge was primarily designed by William Albert Truesdell. 44.956420 -93.077250 7th Street Railroad (Bruce Vento Rail-Trail) St. Paul Ramsey County, Minnesota Minnesota United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1884 0 McArthur Brothers of Chicago, Illinois William Albert Truesdell 9 9 37 11.28 90 27.43 0 0 https://historicbridges.org/minnesota/7thstreet/little_7thstreet0510_small.jpg https://historicbridges.org/minnesota/7thstreet/little_7thstreet0510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/7thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.956420,-93.077250
56 7th Street Bridge Andy Warhol Bridge One of the Three Sisters bridges in Pittsburgh, this is the middle span. The technical description of the main or most noteworthy span of the bridge is a 422 ft (128.63 m) metal through plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania. 40.446060 -80.001380 7th Street Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Plate Girder Stiffening Eyebar Chain Suspension Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1926 1993 American Bridge Company of New York, New York Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania 9 8 422 128.63 1061 323.39 38 11.58 https://historicbridges.org/pennsylvania/7th/little_p1220697_small.jpg https://historicbridges.org/pennsylvania/7th/little_p1220697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/7th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.446060,-80.001380
57 L 8 Mile Road Left Turn Bridge This curved overpass is the most interesting and significant of the Southfield Freeway overpasses. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Charles J. Rogers Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.443360 -83.219720 8 Mile Road (M-102) Left Turn Ramp Southfield Freeway (M-39) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1964 0 Charles J. Rogers Construction Company Michigan State Highway Department 2 4 66 20.12 132 40.23 24 7.32 https://historicbridges.org/michigan/southfield_8mileleftturn/little_dscf5156_small.jpg https://historicbridges.org/michigan/southfield_8mileleftturn/little_dscf5156.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_8mileleftturn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.443360,-83.219720
58 8 Mile Road Railroad Overpass This railroad overpass retains good historic integrity, although its substructure has deteriorated. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.432960 -83.614580 Railroad (CSX) 8 Mile Road Rural Oakland County, Michigan and Washtenaw County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1928 0 American Bridge Company of New York, New York 2 5 62 18.9 88 26.82 0 0 https://historicbridges.org/michigan/8milerr/little_p1430409_10_11_fused_small.jpg https://historicbridges.org/michigan/8milerr/little_p1430409_10_11_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/8milerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.432960,-83.614580
59 8th Concession Road Bridge This bridge is still open to traffic, but on a road no longer maintained and rarely used. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.707160 -80.521550 8th Concession Road Big Creek Rural Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/8thconcession/little_p1600049_small.jpg https://historicbridges.org/ontario/8thconcession/little_p1600049.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/8thconcession/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.707160,-80.521550
60 9th Street Bridge Rachel Carson Bridge One of the famous Three Sisters bridges in Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal through plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania. 40.446680 -79.999730 9th Street Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Plate Girder Stiffening Eyebar Chain Suspension Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1926 1994 American Bridge Company of New York, New York Allegheny County Department of Public Works, Vernon R Covell and T. J. Wilkerson of Beaver Falls, Pennsylvania 9 8 410 124.97 995 303.28 38 11.58 https://historicbridges.org/pennsylvania/9th/little_p1220667_small.jpg https://historicbridges.org/pennsylvania/9th/little_p1220667.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/9th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.446680,-79.999730
61 10 Curves Road Bridge This is one of two beautiful but deteriorated concrete camelback bridges on this road. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.256990 -85.873870 10 Curves Road (CR-498) Manistique River Rural Schoolcraft County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1929 0 Unknown Michigan State Highway Department 7 7 57.7 17.59 60 18.29 22 6.71 https://historicbridges.org/michigan/10curveseast/little_10curvesroad60foot_0452_small.jpg https://historicbridges.org/michigan/10curveseast/little_10curvesroad60foot_0452.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/10curveseast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.256990,-85.873870
62 10 Mile Road Bridge A rare example of a lightweight style pony truss. The technical description of the main or most noteworthy span of the bridge is a 50.9 ft (15.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Minneapolis Bridge Company of Minneapolis, Minnesota. 46.362500 -84.289722 10 Mile Road Charlotte River Rural Chippewa County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1914 0 Minneapolis Bridge Company of Minneapolis, Minnesota 6 8 50.9 15.51 51.8 15.79 16.1 4.91 https://historicbridges.org/truss/10mile/little_img_0094_small.jpg https://historicbridges.org/truss/10mile/little_img_0094.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/10mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.362500,-84.289722
63 10th Avenue Bridge Cedar Avenue Bridge One of the largest concrete arch bridges in the area, this s-curve bridge was built in-house by city workers! The technical description of the main or most noteworthy span of the bridge is a 265 ft (80.77 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by City of Minneapolis, Minnesota. The bridge was primarily designed by Kristoffer Olsen Oustad. 44.978660 -93.243730 10th Avenue (Cedar Avenue) Mississippi River, Railroad, and Various Streets Minneapolis Hennepin County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 7 Metal Stringer (Multi-Beam) Fixed 0 14 1929 1973 City of Minneapolis, Minnesota Kristoffer Olsen Oustad 7 7 265 80.77 2153 656.23 55.4 16.89 https://historicbridges.org/minnesota/10thavenue/little_10thavenue0825_small.jpg https://historicbridges.org/minnesota/10thavenue/little_10thavenue0825.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/10thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978660,-93.243730
64 10th Street Bridge This bascule bridge was built in the 1950s and has had its original railings replaced. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 42.980900 -82.433510 10th Street Black River Port Huron St. Clair County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1958 2002 Walter Toebe Company Hazelet and Erdal of Chicago, Illinois 5 6 190 57.91 375 114.3 44 13.41 https://historicbridges.org/other/10th/little_p2060530_small.jpg https://historicbridges.org/other/10th/little_p2060530.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/10th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980900,-82.433510
65 10th Street Bridge Philip Murray Bridge This graceful suspension bridge is a stunning landmark that is enjoyable to cross as well as view from a distance. The technical description of the main or most noteworthy span of the bridge is a 725 ft (220.98 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell. 40.432440 -79.989270 10th Street Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Plate Girder Stiffening Wire Cable Suspension Fixed 29 3 0 0 1933 2019 American Bridge Company of New York, New York Allegheny County Department of Public Works, Vernon R Covell 8 8 725 220.98 1275 388.62 40 12.19 https://historicbridges.org/pennsylvania/10th/little_10thstreetadd_4954_small.jpg https://historicbridges.org/pennsylvania/10th/little_10thstreetadd_4954.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/10th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.432440,-79.989270
67 11th Street Bridge One of the oddest bridges in the country; consisting of two through trusses on either side of the roadway, this bridge is essentially a massive pony truss. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Eastern Bridge and Structural Company of Worcester, Massachusetts. 42.602430 -72.564490 11th Street Power Canal Turners Falls Franklin County, Massachusetts Massachusetts United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 1 0 0 1915 1996 Eastern Bridge and Structural Company of Worcester, Massachusetts 9 9 167 50.9 205 62.48 24 7.32 https://historicbridges.org/massachusetts/11th/little_pict8419_small.jpg https://historicbridges.org/massachusetts/11th/little_pict8419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/11th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.602430,-72.564490
68 11 Mile Road Railroad Overpass A different style among twelve similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.489750 -83.147910 Railroad (CN) 11 Mile Road Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 0 0 0 0 0 0 https://historicbridges.org/michigan/oakland11mile/little_pict2296_small.jpg https://historicbridges.org/michigan/oakland11mile/little_pict2296.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland11mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.489750,-83.147910
70 12th Line Bridge This bridge is noted for its relatively long spans and skewed design. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.852010 -80.283780 12th Line Grand River East Garafraxa Township Dufferin County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 2 0 0 1921 2019 Unknown 8 8 80 24.38 160 48.77 0 0 https://historicbridges.org/ontario/12thline/little_p1560531_small.jpg https://historicbridges.org/ontario/12thline/little_p1560531.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12thline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.852010,-80.283780
71 12 Mile Road Railroad Overpass The longest example of twelve similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.503889 -83.159444 Railroad (CN) 12 Mile Road Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 59.7 18.2 160 48.77 0 0 https://historicbridges.org/michigan/oakland12mile/little_pict2219_small.jpg https://historicbridges.org/michigan/oakland12mile/little_pict2219.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland12mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.503889,-83.159444
72 13 Mile Road Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.518056 -83.171111 Railroad (CN) 13 Mile Road Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 34.8 10.61 93 28.35 0 0 https://historicbridges.org/michigan/oakland13mile/little_pict2144_small.jpg https://historicbridges.org/michigan/oakland13mile/little_pict2144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland13mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.518056,-83.171111
74 13 Mile Road Bridge A small but unaltered example of a reinforced concrete slab with a railing design that is unusual in Michigan. The technical description of the main or most noteworthy span of the bridge is a 15.7 ft (4.79 m) concrete slab, fixed. The bridge was primarily built by Unknown. 43.742650 -85.732780 13 Mile Road McDuffee Creek Rural Newaygo County, Michigan Michigan United States Concrete Slab Fixed 0 2 0 0 1934 0 Unknown 1 2 15.7 4.79 31.8 9.69 25 7.62 https://historicbridges.org/michigan/mcduffee/little_13milerdmcduffeecr2_small.jpg https://historicbridges.org/michigan/mcduffee/little_13milerdmcduffeecr2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcduffee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.742650,-85.732780
75 13th Line Bridge This attractive heritage truss bridge compliments the scenic Grand River very nicely. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.861870 -80.272530 13th Line Grand River Rural Dufferin County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Hamilton Bridge Company of Hamilton, Ontario 7 7 125 38.1 125 38.1 0 0 https://historicbridges.org/ontario/13thline/little_p1560621_small.jpg https://historicbridges.org/ontario/13thline/little_p1560621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/13thline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.861870,-80.272530
76 14 Mile Road Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.532500 -83.182778 Railroad (CN) 14 Mile Road Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 34.8 10.61 93 28.35 0 0 https://historicbridges.org/michigan/oakland14mile/little_pict2053_small.jpg https://historicbridges.org/michigan/oakland14mile/little_pict2053.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland14mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.532500,-83.182778
77 15 Mile Creek Road Bridge The railings and details of the arch make this an attractive bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.678510 -78.457380 National Pike (15 Mile Creek Road, US-40) 15 Mile Creek Rural Allegany County, Maryland Maryland United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1917 0 Unknown 6 6 65 19.81 116 35.36 24 7.32 https://historicbridges.org/maryland/15milecreek/little_p1210162_small.jpg https://historicbridges.org/maryland/15milecreek/little_p1210162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/15milecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.678510,-78.457380
78 16th Street Bridge David McCullough Bridge This ornate bridge is among the most beautifully composed bridges to be found. The technical description of the main or most noteworthy span of the bridge is a 437 ft (133.2 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Warren and Wetmore of New York, New York and H. G. Balcom. 40.451620 -79.990900 16th Street Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Braced Ribbed Tied Through Arch Fixed 0 3 Metal Stringer (Multi-Beam) Fixed 0 30 1923 2003 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Warren and Wetmore of New York, New York and H. G. Balcom 8 8 437 133.2 1900 579.12 38 11.58 https://historicbridges.org/other/16th/little_p1220592_small.jpg https://historicbridges.org/other/16th/little_p1220592.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/16th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451620,-79.990900
79 17 Road Bridge With attractive concrete balustrade railings, this bridge appears to be an example of a standard bridge design built in this county. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 45.783000 -87.284270 17 Road (CR-414) 10 Mile Creek Rural Delta County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1939 0 Unknown 1 2 44 13.41 45 13.72 21 6.4 https://historicbridges.org/michigan/cr41417road/little_cr41417road_1876_small.jpg https://historicbridges.org/michigan/cr41417road/little_cr41417road_1876.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr41417road/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.783000,-87.284270
81 18th Street Bridge This is one of the few single leaf highway bascule bridges in Chicago, and the only example using the pony/deck truss design. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal rivet-connected Pratt railing height truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.857740 -87.635240 18th Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Single Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 1 1967 0 Overland Construction Company of Chicago, Illinois City of Chicago 5 5 182 55.47 280 85.34 48 14.63 https://historicbridges.org/illinois/18th/little_dscf2503_small.jpg https://historicbridges.org/illinois/18th/little_dscf2503.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/18th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.857740,-87.635240
82 18th Street Bridge A small example of a steel stringer with concrete balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.642370 -85.721740 18th Street Rabbit River Rural Allegan County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1929 0 Unknown 3 3 45 13.72 45 13.72 25 7.62 https://historicbridges.org/michigan/18thrabbit/little_18thstrabbitr10_small.jpg https://historicbridges.org/michigan/18thrabbit/little_18thstrabbitr10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/18thrabbit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.642370,-85.721740
83 18 Road Bridge This is a mid-20th Century bridge that appears to be an example of a county-designed bridge here in Delta County. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 45.796910 -87.228830 18 Road (CR-414) Ford River Rural Delta County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1958 0 Unknown 1 2 60 18.29 120 36.58 30 9.14 https://historicbridges.org/michigan/cr41418road/little_cr41418road_1827_small.jpg https://historicbridges.org/michigan/cr41418road/little_cr41418road_1827.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr41418road/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.796910,-87.228830
84 St. Charles Air Line Bridge 18th Street Railroad Bridge This bridge was the longest bascule bridge in the world when built, was moved once, and shortened during the move. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.861030 -87.634590 Railroad (Canadian National) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 0 0 1919 1930 American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 8 220 67.06 220 67.06 0 0 https://historicbridges.org/illinois/sbrr/little_pict1238_small.jpg https://historicbridges.org/illinois/sbrr/little_pict1238.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sbrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.861030,-87.634590
86 18 1/2 Mile Road Bridge An excellent example of I-94 curved t-beam construction, as well as aesthetic expressway bridge design. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.282390 -84.936460 18 1/2 Mile Road I-94 Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company Michigan State Highway Department 2 3 71 21.64 227 69.19 24 7.32 https://historicbridges.org/concrete/18half/little_18half_0391_small.jpg https://historicbridges.org/concrete/18half/little_18half_0398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/18half/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282390,-84.936460
88 20 Mile Road Bridge One of a few remaining historic expressway overpasses which retain historic integrity in the form of original railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.282690 -84.906860 20 Mile Road I-94 Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Holloway Construction Company of Livonia and Wixom, Michigan and Raff and Dexter of Lansing, Michigan Michigan State Highway Department 2 3 71 21.64 227 69.19 24 7.32 https://historicbridges.org/concrete/20mile/little_20mile_0426_small.jpg https://historicbridges.org/concrete/20mile/little_20mile_0447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/20mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282690,-84.906860
94 22 1/2 Mile Road Bridge A rare example of a Michigan through truss with riveted connection... plus this bridge is still open to traffic! The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 42.134240 -84.851260 22 1/2 Mile Road St. Joseph River Rural Calhoun County, Michigan Michigan United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1906 0 Elkhart Bridge and Iron Company of Elkhart, Indiana 6 7 89 27.13 90 27.43 15 4.57 https://historicbridges.org/truss/c22halfmile/bkg_calcounty_29_small.jpg https://historicbridges.org/truss/c22halfmile/calcounty_077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/c22halfmile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.134240,-84.851260
96 23 Mile Road Bridge Perhaps the last aesthetic standard bridge design in Michigan included these curved t-beam bridges built on and over the expressways. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Argersinger - Morse Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.283330 -84.847840 23 Mile Road I-94 Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Holloway Construction Company of Livonia and Wixom, Michigan and Argersinger - Morse Construction Company Michigan State Highway Department 2 2 71 21.64 227 69.19 26.2 7.99 https://historicbridges.org/concrete/23mile/little_23mile_0473_small.jpg https://historicbridges.org/concrete/23mile/little_23mile_0493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/23mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.283330,-84.847840
98 24th Avenue Railroad Overpass This bridge is a later but unaltered example of a MSHD designed grade separation. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal deck girder, fixed. The bridge was primarily built by Gene Fewell. The bridge was primarily designed by Michigan State Highway Department. 43.044160 -85.847500 Railroad (Coopersville and Marne Railway) 24th Avenue Rural Ottawa County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1958 0 Gene Fewell Michigan State Highway Department 1 3 40 12.19 51.8 15.79 0 0 https://historicbridges.org/michigan/coopersville/little_coopersvillemarnerr10_small.jpg https://historicbridges.org/michigan/coopersville/little_coopersvillemarnerr10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/coopersville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.044160,-85.847500
99 24th Street Railroad Overpass An old Grand Trunk Western Railroad overpass The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.961310 -82.452140 Railroad (Canadian National) 24th Street Port Huron St. Clair County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 1925 0 Unknown 2 3 29 8.84 59.7 18.2 0 0 https://historicbridges.org/concrete/24rail/IMG_0008_small.jpg https://historicbridges.org/concrete/24rail/1hbme_530.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/24rail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.961310,-82.452140
100 24 Mile Road Bridge This bridge is one of a small, declining group of curved t-beams that retain original railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.283500 -84.828230 24 Mile Road I-94 Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1959 0 Unknown Michigan State Highway Department 2 2 71 21.64 227 69.19 24 7.32 https://historicbridges.org/michigan/24mile/bkg_calcounty_63_small.jpg https://historicbridges.org/michigan/24mile/calcounty_115.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/24mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.283500,-84.828230
101 27 Mile Road Bridge This is an impressive, rare skewed example of a curved t-beam expressway overpass. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and E. C. Nolan and Son of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.267830 -84.776110 27 Mile Road I-94 Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Holloway Construction Company of Livonia and Wixom, Michigan and E. C. Nolan and Son of Detroit, Michigan Michigan State Highway Department 3 4 113 34.44 360 109.73 26 7.92 https://historicbridges.org/michigan/27mile/calcounty_098_small.jpg https://historicbridges.org/michigan/27mile/calcounty_098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/27mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.267830,-84.776110
107 28th Street Railroad Overpass This large through plate girder span had a city design and welcome message painted on it. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.912980 -85.664920 Railroad (Conrail) 28th Street (M-11) Grand Rapids Kent County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1964 0 Unknown 1 3 113 34.44 113 34.44 0 0 https://historicbridges.org/michigan/28th/bkg_hbmebridges150_small.jpg https://historicbridges.org/michigan/28th/hbmebridges0471.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/28th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.912980,-85.664920
109 28th Street CSX Railroad Overpass A fairly long and heavilly skewed example of a standard trunk line grade separation. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. 42.912500 -85.613330 Railroad (CSX) 28th Street (M-11) Rural Kent County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1939 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Michigan State Highway Department 1 3 79.7 24.29 176 53.64 0 0 https://historicbridges.org/michigan/28thcsx/little_28thstrr3_small.jpg https://historicbridges.org/michigan/28thcsx/little_28thstrr3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/28thcsx/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.912500,-85.613330
110 ! 29 Mile Road Bridge This arch bridge may be small, but it is beautiful and has excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.536690 -87.438340 29 Mile Road Devils Creek Rural Menominee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 3 6 24 7.32 26 7.92 16 4.88 https://historicbridges.org/michigan/29mile/little_29mile_page_3_image_0001_small.jpg https://historicbridges.org/michigan/29mile/little_29mile_page_3_image_0001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/29mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.536690,-87.438340
111 30th Street Bridge Iowa Bridge Number 183540 A small riveted truss bridge adds beauty to the roadway it serves. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 43.472570 -92.081330 30th Street Bigalks Creek (Nichols Creek) Rural Howard County, Iowa Iowa United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1925 0 Unknown 5 4 40 12.19 43 13.11 17.7 5.39 https://historicbridges.org/iowa/30th/little_dscf6243_small.jpg https://historicbridges.org/iowa/30th/little_dscf6243.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/30th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.472570,-92.081330
113 30th Street Rabbit River Bridge A typical mid-20th Century steel stringer bridge in Michigan that retains its original railings. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. 42.703380 -85.839920 30th Street Rabbit River Rural Allegan County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1947 0 Carl Goodwin and Sons of Allegan, Michigan 1 2 40 12.19 80 24.38 24 7.32 https://historicbridges.org/michigan/30thrabbit/little_30thstrabbitr7_small.jpg https://historicbridges.org/michigan/30thrabbit/little_30thstrabbitr7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/30thrabbit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.703380,-85.839920
115 30 Mile Road Bridge A wooden-decked beam bridge on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.778370 -82.827520 30 Mile Road Deer Creek Rural Macomb County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/beam/30mile/IMG_0047_small.jpg https://historicbridges.org/beam/30mile/IMG_0048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/30mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.778370,-82.827520
116 31st Street Bridge This landmark arch bridge is one of the beautiful historic bridges in Pittsburgh and was extensively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.463010 -79.975940 31st Street (PA-2122) Allegheny River, Railroad, and Local Streets Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 3 Metal Girder Fixed 0 Continuous 23 1928 2007 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 8 7 380 115.82 2681 817.17 28 8.53 https://historicbridges.org/pennsylvania/31st/little_dscf0468_small.jpg https://historicbridges.org/pennsylvania/31st/little_dscf0468.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/31st/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.463010,-79.975940
117 31st Street Railroad Overpass West This is one of two similar beautifully designed grade separations to carry a railroad over a Chicago boulevard. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.838260 -87.688420 Railroad (Chicago and Western Indiana) 31st Street Boulevard Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/31stwest/little_p1460517_small.jpg https://historicbridges.org/illinois/31stwest/little_p1460517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/31stwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.838260,-87.688420
118 31st Street Railroad Overpass East One of two railroad overpasses crossing this boulevard that have aesthetic details. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 41.838230 -87.687650 Railroad (Various) 31st Street Boulevard Chicago Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/illinois/31steast/little_p1190439_small.jpg https://historicbridges.org/illinois/31steast/little_p1190439.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/31steast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.838230,-87.687650
119 32nd Street Bridge This relatively old highway over highway overpass has unusual railings and is unaltered. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.905250 -85.581960 32nd Street Broadmoor Avenue Kentwood Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1948 0 Unknown 2 2 56.8 17.31 172 52.43 31.8 9.69 https://historicbridges.org/michigan/32nd/little_32ndbroadmoor6_small.jpg https://historicbridges.org/michigan/32nd/little_32ndbroadmoor6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/32nd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.905250,-85.581960
121 38th Street Bridge One of the oldest expressway bridges in Michigan that retains integrity. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.278650 -85.400440 38th Street (Scott Road) I-94 Rural Kalamazoo County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1951 0 Unknown Michigan State Highway Department 3 5 49 14.94 192 58.52 26 7.92 https://historicbridges.org/beam/38th/1bkg_hbme_267_small.jpg https://historicbridges.org/beam/38th/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/38th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.278650,-85.400440
122 42nd Street Bridge The oldest metal through arch in Pennsylvania, this bridge was rehabilitated to a like-new condition. The technical description of the main or most noteworthy span of the bridge is a 262 ft (79.86 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. The bridge was primarily designed by Philadelphia Department of Public Works. 39.972320 -75.208670 42nd Street Railroad (Amtrak) Philadelphia Philadelphia County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Through Arch Fixed 0 1 Concrete Deck Girder Fixed 0 Continuous 2 1909 2006 Owego Bridge Company of Owego, New York Philadelphia Department of Public Works 7 7 262 79.86 308 93.88 30.8 9.39 https://historicbridges.org/pennsylvania/42nd/little_dscf1518_small.jpg https://historicbridges.org/pennsylvania/42nd/little_dscf1518.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/42nd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972320,-75.208670
125 46th Street Bridge Ford Parkway Overpass This is a handsome concrete t-beam overpass in a park setting. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.918920 -93.206550 Ford Parkway (46th Street) Godfrey Parkway Minneapolis Hennepin County, Minnesota Minnesota United States Concrete T-Beam Fixed 0 3 0 0 1925 0 Unknown 3 3 42 12.8 76.8 23.41 50 15.24 https://historicbridges.org/minnesota/46thstreetgodfreyparkway/little_46thstreetgodfreyparkway3517_small.jpg https://historicbridges.org/minnesota/46thstreetgodfreyparkway/little_46thstreetgodfreyparkway3517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/46thstreetgodfreyparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.918920,-93.206550
126 47th Street Bridge With an art deco style, this is one of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.809920 -87.591390 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 47th Street Chicago Cook County, Illinois Illinois United States Concrete Slab Fixed 0 5 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/illinois/metra47th/little_dscf5144_small.jpg https://historicbridges.org/illinois/metra47th/little_dscf5144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra47th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.809920,-87.591390
127 47th Street Bridge This bridge stands out among many overpasses in Chicago for its ornate architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Michael J. McDermott and Company. The bridge was primarily designed by H. C. Taylor. 41.807720 -87.738320 Railroad (Chicago Belt Railroad) 47th Street Chicago Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 1 Concrete Slab Fixed 0 2 1946 0 Michael J. McDermott and Company H. C. Taylor 4 6 48 14.63 80 24.38 0 0 https://historicbridges.org/illinois/47th/little_p1440474_small.jpg https://historicbridges.org/illinois/47th/little_p1440474.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/47th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.807720,-87.738320
129 51st Street Bridge Hyde Park Boulevard Bridge One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.802510 -87.587410 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 51st Street (Hyde Park Boulevard) Chicago Cook County, Illinois Illinois United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/metra51st/little_dscf5195_small.jpg https://historicbridges.org/illinois/metra51st/little_dscf5195.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra51st/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.802510,-87.587410
130 53rd Street Bridge One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.799570 -87.587000 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 53rd Street Chicago Cook County, Illinois Illinois United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/metra53rd/little_dscf5210_small.jpg https://historicbridges.org/illinois/metra53rd/little_dscf5210.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra53rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.799570,-87.587000
131 55th Street Bridge One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.795200 -87.587190 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 55th Street Chicago Cook County, Illinois Illinois United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/metra55th/little_dscf5266_small.jpg https://historicbridges.org/illinois/metra55th/little_dscf5266.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra55th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.795200,-87.587190
132 56th Street Bridge One of of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.793340 -87.587560 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 56th Street Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/metra56th/little_dscf5284_small.jpg https://historicbridges.org/illinois/metra56th/little_dscf5284.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra56th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.793340,-87.587560
134 57th Street Bridge One of of a series of railroad overpass bridges that display attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.791540 -87.587890 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 57th Street Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 5 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/metra57th/little_p1290120_small.jpg https://historicbridges.org/illinois/metra57th/little_p1290120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra57th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.791540,-87.587890
135 59th Street Bridge With unusual railings on one side, this is one of the largest examples of a series of similar bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.787820 -87.588750 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 59th Street and Westbound Midway Plaisance Drive Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 6 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/illinois/metra59th/little_dscf5300_small.jpg https://historicbridges.org/illinois/metra59th/little_p1640309.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra59th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.787820,-87.588750
136 60th Street Bridge One of the largest examples of a series of railroad overpass bridges that display highly attractive architectual details. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.786220 -87.589100 Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) 60th Street and Eastbound Midway Plaisance Drive Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 6 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/illinois/metra60th/little_dscf5335_small.jpg https://historicbridges.org/illinois/metra60th/little_dscf5335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metra60th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.786220,-87.589100
137 66th Street Bridge A representative example of mid 20th Century bridge technology in Michigan. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.439750 -86.187640 66th Street Middle Branch Black River Rural Allegan County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1949 0 Carl Goodwin and Sons of Allegan, Michigan Michigan State Highway Department 1 1 65 19.81 65 19.81 24 7.32 https://historicbridges.org/michigan/66th/little_5162011_048_small.jpg https://historicbridges.org/michigan/66th/little_5162011_048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/66th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.439750,-86.187640
138 ! 88th Avenue Bridge One of the only historic bridges of any kind in the area, this bridge is a good example of its type. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 43.798110 -86.338310 88th Avenue North Branch Pentwater River Rural Oceana County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 1912 Groton Bridge Company of Groton, New York 5 7 48 14.63 49 14.94 14 4.27 https://historicbridges.org/michigan/88th/little_img_1400_small.jpg https://historicbridges.org/michigan/88th/little_img_1400.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/88th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.798110,-86.338310
140 96th Avenue Bridges La Grange Road Bridges This is a pair of identical truss bridges that carry a divided highway system. The technical description of the main or most noteworthy span of the bridge is a 289.7 ft (88.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.685860 -87.855390 US-45 (96th Avenue and La Grange Road) Calumet Sag Channel Palos Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 Continuous 5 1967 2000 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 289.7 88.3 445 135.64 30.8 9.39 https://historicbridges.org/illinois/96thus45/little_p1280398_small.jpg https://historicbridges.org/illinois/96thus45/little_p1280398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/96thus45/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.685860,-87.855390
141 100th Street Bridge This bascule bridge is an excellent and unaltered example of a traditional Chicago bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 233 ft (71.02 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.713611 -87.542222 100th Street Calumet River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1927 0 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 5 233 71.02 326 99.36 38 11.58 https://historicbridges.org/illinois/100th/little_p1630738_small.jpg https://historicbridges.org/illinois/100th/little_p1630738.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/100th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.713611,-87.542222
143 110th Street Bridge Iowa Bridge Number 214040 This bridge is significant as an unaltered pre-1900 bridge system consisting of truss and stringer spans. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.922460 -94.225920 110th Street East Fork Des Moines River Rural Kossuth County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 4 1895 0 King Bridge Company of Cleveland, Ohio 7 7 100 30.48 195.2 59.5 15.4 4.69 https://historicbridges.org/iowa/110th/little_dscf6403_small.jpg https://historicbridges.org/iowa/110th/little_dscf6402.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/110th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.922460,-94.225920
144 110th Street Bridge Iowa Bridge Number 185150 A traditionally composed through truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Iowa Bridge Company of Des Moines, Iowa. 42.892000 -94.183560 110th Street East Fork Des Moines River Rural Humboldt County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 1 1911 0 Iowa Bridge Company of Des Moines, Iowa 7 7 90 27.43 110 33.53 15.7 4.79 https://historicbridges.org/iowa/110th_humboldt/little_dscf6468_small.jpg https://historicbridges.org/iowa/110th_humboldt/little_dscf6468.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/110th_humboldt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.892000,-94.183560
145 106th Street Bridge This impressive bascule bridge has very tall trusses and is among the most impressive of the Calumet River highway bridges. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.702778 -87.545278 106th Street Calumet River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1930 1998 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 7 250 76.2 349 106.38 38 11.58 https://historicbridges.org/illinois/106th/little_p1630932_small.jpg https://historicbridges.org/illinois/106th/little_p1630932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/106th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.702778,-87.545278
147 110th Street Bridge Iowa Bridge Number 78120 A beautiful and well-preserved example of a rare and significant Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete marsh Rainbow through arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. 42.195460 -93.775690 110th Street (U Avenue) Squaw Creek Rural Boone County, Iowa Iowa United States Concrete Rainbow Marsh Through Arch Fixed 0 1 0 0 1918 0 Marsh Engineering Company of Des Moines, Iowa 8 7 60 18.29 88 26.82 17.1 5.21 https://historicbridges.org/iowa/110th_boone/little_dscf6025_small.jpg https://historicbridges.org/iowa/110th_boone/little_dscf6021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/110th_boone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.195460,-93.775690
148 118th Avenue Bridge Monroe Road Bridge This attractive historic bridge is located in a scenic, public state game area and deserves preservation. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete 50 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Townsend-Shuttleworth-Ballmer Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.552370 -85.979370 118th Avenue (Monroe Road) Swan Creek Rural Allegan County, Michigan Michigan United States Concrete 50 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1926 0 Townsend-Shuttleworth-Ballmer Company of Lansing, Michigan Michigan State Highway Department 7 7 48 14.63 50 15.24 22 6.71 https://historicbridges.org/michigan/118th/little_img_20210807_111028_small.jpg https://historicbridges.org/michigan/118th/little_img_20210807_111028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/118th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.552370,-85.979370
149 120th Avenue Bridge This abandoned truss is in decent condition and is an early example of a truss with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.520110 -85.323690 120th Avenue Little Muskegon River Rural Mecosta County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1897 0 Unknown 5 8 61 18.59 62 18.9 16 4.88 https://historicbridges.org/michigan/120th/bkg_hbmebridges287_small.jpg https://historicbridges.org/michigan/120th/hbmebridges0908.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/120th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.520110,-85.323690
150 123rd Street Bridge Iowa Bridge Number 346360 A good example of a two-span riveted pony truss from the 1930s. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.113260 -91.905100 123rd Street Turkey River Rural Winneshiek County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 10 2 0 0 1936 0 Unknown 5 5 90 27.43 185 56.39 15.1 4.6 https://historicbridges.org/iowa/123rd/little_dscf5914_small.jpg https://historicbridges.org/iowa/123rd/little_dscf5914.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/123rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.113260,-91.905100
151 127th Street Bridge This imposing bridge is noted for its very heavy skew. The technical description of the main or most noteworthy span of the bridge is a 396 ft (120.7 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.661500 -87.749730 127th Street Calumet Sag Channel Alsip Cook County, Illinois Illinois United States Metal Warren Bolt-Connected Through Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 4 1968 1991 Unknown Alfred Benesch and Associates of Chicago, Illinois 5 5 396 120.7 610.3 186.02 53.2 16.22 https://historicbridges.org/illinois/127th/little_p1280182_small.jpg https://historicbridges.org/illinois/127th/little_p1280182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/127th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.661500,-87.749730
152 130th Street Bridge This truss bridge is a fixed Calumet River bridge that features an unusual modified Warren truss design. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.659170 -87.572780 130th Street Calumet River Chicago Cook County, Illinois Illinois United States Metal Modified Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 Metal Deck Girder Fixed 0 2 1949 0 Unknown 5 5 230 70.1 369 112.47 44 13.41 https://historicbridges.org/illinois/130/little_p1260706_small.jpg https://historicbridges.org/illinois/130/little_p1260706.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/130/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.659170,-87.572780
155 133rd Avenue Railroad Overpass This small, simple concrete bridge is a very old example of a general design still used today. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 42.659630 -86.088320 Railroad (CSX) 133rd Avenue Rural Allegan County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1908 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/133rdrr/little_onelanerr8_small.jpg https://historicbridges.org/michigan/133rdrr/little_onelanerr8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/133rdrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.659630,-86.088320
156 135th Street Bridge Romeoville Bridge / Romeo Road Swing Bridge This magnificent and large swing bridge was relocated and is the last remaining highway swing bridge in the area. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal pin-connected Warren through truss, movable: swing, Bobtail. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. 41.642420 -88.063280 135th Street Des Plaines River Romeoville Will County, Illinois Illinois United States Metal Warren Pin-Connected Through Truss Movable: Swing Bobtail 0 1 0 0 1899 1996 Strobel Steel Construction Company of Chicago, Illinois 8 8 204 62.18 302 92.05 18 5.49 https://historicbridges.org/illinois/romeopark/little_pict0872_small.jpg https://historicbridges.org/illinois/romeopark/little_pict0872.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/romeopark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.642420,-88.063280
159 ! 150th Street Bridge Iowa Bridge Number 316250 A representative example of a rural Iowa Parker truss bridge with what appears to be a bolted connection alteration. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 42.137200 -93.567340 150th Street South Skunk River Rural Story County, Iowa Iowa United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1920 1974 Unknown 6 6 150 45.72 154.2 47 19.7 6 https://historicbridges.org/iowa/150th/little_dscf6177_small.jpg https://historicbridges.org/iowa/150th/little_dscf6177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/150th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.137200,-93.567340
161 220th Street Bridge Iowa Bridge Number 361080 This bridge represents a standard rural Iowa riveted through truss very well. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.255420 -92.008910 220th Street Turkey River Rural Winneshiek County, Iowa Iowa United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 5 110 33.53 110 33.53 14.4 4.39 https://historicbridges.org/iowa/220th/little_dscf6014_small.jpg https://historicbridges.org/iowa/220th/little_dscf6014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/220th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.255420,-92.008910
162 220th Street Bridge Iowa Bridge Number 342800 This rare example of a metal Howe truss bridge is an example of railroad thinking for highway bridges. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. 42.472260 -94.292090 220th Street Railroad (Union Pacific) Rural Webster County, Iowa Iowa United States Metal Howe Rivet-Connected Pony Truss Fixed 6 1 0 0 1889 1917 Unknown 7 7 76 23.16 78 23.77 21 6.4 https://historicbridges.org/iowa/220/little_dscf6031_small.jpg https://historicbridges.org/iowa/220/little_dscf6031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/220/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.472260,-94.292090
163 235th Avenue Bridge Iowa Bridge Number 347780 This bridge has good integrity and is an unusual example of its type. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 43.332130 -91.857080 235th Avenue 10 Mile Creek Rural Winneshiek County, Iowa Iowa United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 1949 Unknown 6 6 60 18.29 60 18.29 15.4 4.69 https://historicbridges.org/iowa/235th/little_dscf6042_small.jpg https://historicbridges.org/iowa/235th/little_dscf6042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/235th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.332130,-91.857080
164 265th Street Bridge Iowa Bridge Number 347840 A very short example of a once-common bridge type. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 43.320310 -91.920760 265th Street 10 Mile Creek Rural Winneshiek County, Iowa Iowa United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 5 32.2 9.81 32.2 9.81 16.1 4.91 https://historicbridges.org/iowa/265th/main_small.jpg https://historicbridges.org/iowa/265th/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/265th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.320310,-91.920760
165 280th Street Bridge CR-G62 Bridge (Iowa Number 235850) A small standard plan truss bridge in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.243580 -92.763380 280th Street (CR-G62) Coal Creek Rural Mahaska County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 2 0 0 Unknown 4 5 51 15.54 104 31.7 19 5.79 https://historicbridges.org/iowa/280th/little_dscf6002_small.jpg https://historicbridges.org/iowa/280th/little_dscf6002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/280th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.243580,-92.763380
166 305th Avenue Bridge Iowa Bridge Number 347140 A small, traditionally composed standard pony truss in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.235490 -92.002710 305th Avenue Bohemian Creek Rural Winneshiek County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1922 0 Unknown 4 4 70 21.34 75 22.86 16.1 4.91 https://historicbridges.org/iowa/305th/little_dscf6047_small.jpg https://historicbridges.org/iowa/305th/little_dscf6047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/305th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.235490,-92.002710
167 310th Avenue Bridge Iowa Bridge Number 349060 A small scale riveted truss bridge that is unlike most other riveted truss bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.411660 -92.018140 310th Avenue Minor Creek Rural Winneshiek County, Iowa Iowa United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1910 0 Unknown 6 6 60 18.29 60 18.29 15.4 4.69 https://historicbridges.org/iowa/310th/little_dscf6117_small.jpg https://historicbridges.org/iowa/310th/little_dscf6117.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/310th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.411660,-92.018140
168 370th Street Bridge Iowa Bridge Number 349850 This bridge is a most unusual structure which is composed of at least one relocated truss span. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.474010 -92.075710 370th Street Upper Iowa River Rural Winneshiek County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 8 2 0 0 1904 0 Unknown 6 6 73.2 22.31 147 44.81 16.1 4.91 https://historicbridges.org/iowa/370th/little_dscf6189_small.jpg https://historicbridges.org/iowa/370th/little_dscf6188.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/370th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.474010,-92.075710
169 390th Street Bridge Iowa Bridge Number 171030 A good representative example of a standard Iowa T-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.223990 -93.794600 390th Street Squaw Creek Rural Hamilton County, Iowa Iowa United States Concrete T-Beam Fixed 0 2 0 0 1917 0 Unknown 2 3 30 9.14 65 19.81 18.4 5.61 https://historicbridges.org/iowa/390th/little_dscf6007_small.jpg https://historicbridges.org/iowa/390th/little_dscf6007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/390th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.223990,-93.794600
170 580th Avenue Bridge Iowa Bridge Number 217370 A larger span example of a rare and significant Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete marsh Rainbow through arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. 43.345170 -94.442780 580th Avenue (10th Avenue) East Fork Des Moines River Rural Emmet County, Iowa and Kossuth County, Iowa Iowa United States Concrete Rainbow Marsh Through Arch Fixed 0 1 0 0 1916 0 Marsh Engineering Company of Des Moines, Iowa 8 7 100 30.48 102 31.09 17.4 5.3 https://historicbridges.org/iowa/580th/little_dscf6372_small.jpg https://historicbridges.org/iowa/580th/little_dscf6372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/580th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.345170,-94.442780
171 A-45 Rabbit River Bridge This is a small concrete bridge with a nice railing design. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.686030 -85.645920 A-45 (11th Street) Rabbit River Rural Allegan County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1940 0 Unknown Michigan State Highway Department 2 2 31.8 9.69 31.8 9.69 35 10.67 https://historicbridges.org/concrete/a45rabbit/gr089_small.jpg https://historicbridges.org/concrete/a45rabbit/gr089.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/a45rabbit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.686030,-85.645920
175 Ackelson Bridge An interesting little pony truss adds beauty and compliments a scenic wooded region. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.403770 -80.339310 Maple Grove Road (TR-506) Raccoon Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1904 0 Nelson and Buchanan of Chambersburg, Pennsylvania 5 5 43 13.11 50 15.24 11.8 3.6 https://historicbridges.org/pennsylvania/maplegrove/little_ackelsonbridgeadd1851_small.jpg https://historicbridges.org/pennsylvania/maplegrove/little_ackelsonbridgeadd1851.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/maplegrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.403770,-80.339310
176 Ada Railroad Bridge This plate girder bridge is the oldest bridge in Ada today. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.952210 -85.486600 Railroad (Grand Rapids Eastern) Thornapple River Ada Kent County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1907 0 American Bridge Company of New York, New York 1 2 0 0 0 0 0 0 https://historicbridges.org/michigan/adarr/little_adarrbridge5_small.jpg https://historicbridges.org/michigan/adarr/little_adarrbridge5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/adarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.952210,-85.486600
177 Adaline Bridge A slightly skewed example of a significant truss configuration. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.767980 -80.644530 CR-74 Fish Creek Adaline (Rural) Marshall County, West Virginia West Virginia United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 0 0 1892 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 192 58.52 194 59.13 15.4 4.69 https://historicbridges.org/wvirginia/adaline/bkg_07march483_small.jpg https://historicbridges.org/wvirginia/adaline/07march1343.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/adaline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.767980,-80.644530
178 Adamsville Bridge This incredible bridge may be the only example of its type in the country, and is one of the most significant historic bridges in Ohio. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete cantilevered through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ohio State Highway Department. 38.875130 -82.354930 Farmview Road (CR-71) (Gallipolis-Jackson Road) Raccoon Creek Adamsville Gallia County, Ohio Ohio United States Concrete Cantilevered Through Girder Fixed 0 3 0 2 1922 0 Unknown Ohio State Highway Department 10 10 60 18.29 134 40.84 21 6.4 https://historicbridges.org/ohio/adamsville/little_adamsville3997_8_9_fused_small.jpg https://historicbridges.org/ohio/adamsville/little_adamsville3997_8_9_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/adamsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.875130,-82.354930
179 Adams Basin Bridge Washington Street Bridge, Bridge E-178 This Erie Canal lift bridge is in a less populated area than many of the other lift bridges on the canal. The technical description of the main or most noteworthy span of the bridge is a 118.8 ft (36.21 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. 43.195550 -77.853880 Washington Street (CR-212) Erie Canal (New York State Barge Canal) Adams Basin Monroe County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1912 0 Skene and Richmond of Louisa, Kentucky 8 7 118.8 36.21 144.7 44.1 18.4 5.61 https://historicbridges.org/newyork/cr212washingtonstreet/little_img_4292_small.jpg https://historicbridges.org/newyork/cr212washingtonstreet/little_img_4292.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr212washingtonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.195550,-77.853880
180 Adams Street Bridge One of the bascule bridges in Chicago that is a true deck truss with no trusses above the roadway. The technical description of the main or most noteworthy span of the bridge is a 199 ft (60.66 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.879340 -87.638030 Adams Street (Historic US-66) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1927 1996 Strobel Steel Construction Company of Chicago, Illinois City of Chicago 7 6 199 60.66 250 76.2 38 11.58 https://historicbridges.org/illinois/adams/little_dscf3655_small.jpg https://historicbridges.org/illinois/adams/little_dscf3655.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/adams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.879340,-87.638030
181 ! Adam Street Bridge Bridge E-229 A historically intact example of an unusual type of vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 96.8 ft (29.5 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 43.178680 -78.682750 Adam Street Erie Canal (New York State Barge Canal) Lockport Niagara County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1917 0 Lackawanna Bridge Company of Buffalo, New York 8 7 96.8 29.5 130 39.62 23.6 7.19 https://historicbridges.org/truss/adams/little_img_4765_small.jpg https://historicbridges.org/truss/adams/little_img_4765.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/adams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.178680,-78.682750
182 Adams Road Bridge The larger of two nearby bridges that have an unusual, primitive design to them unlike other Michigan girders. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 43.451430 -84.515000 Adams Road Bush Creek Rural Gratiot County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1930 0 Unknown 4 6 40 12.19 46 14.02 16 4.88 https://historicbridges.org/michigan/adams/little_pict7406_small.jpg https://historicbridges.org/michigan/adams/little_pict7406.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/adams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.451430,-84.515000
185 Adrian and Blissfield Railroad Bridge An impressive deck truss buried in the woods. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 41.885970 -83.969870 Railroad (Adrian and Blissfield) River Raisin Rural Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/truss/adrianb/little_img_2335_small.jpg https://historicbridges.org/truss/adrianb/little_img_2335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/adrianb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.885970,-83.969870
187 Agate Falls Bridge This magnificent arch bridge is the older and more ornate of two distinctive steel deck arch bridges in the Upper Penninsula. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Meads and Anderson. The bridge was primarily designed by Michigan State Highway Department. 46.479400 -89.090750 M-28 Middle Branch Ontonagon River Rural Ontonagon County, Michigan Michigan United States Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 Concrete Slab Fixed 0 2 1930 1992 Meads and Anderson Michigan State Highway Department 7 8 150 45.72 193 58.83 32.2 9.81 https://historicbridges.org/michigan/m28ontonagonriveragatefalls/little_m28ontonagonriveragatefalls_3781_small.jpg https://historicbridges.org/michigan/m28ontonagonriveragatefalls/little_m28ontonagonriveragatefalls_3781.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m28ontonagonriveragatefalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.479400,-89.090750
188 Agate Falls Railroad Bridge This impressive high level bridge is one of the earliest bridges built by the prolific American Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 46.480640 -89.090310 Railroad (Bergland to Sidnaw Rail Trail / Trail 8) Middle Branch Ontonagon River Rural Ontonagon County, Michigan Michigan United States Metal Deck Girder Fixed 0 0 0 0 1900 0 American Bridge Company of New York, New York 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/agatefallsrr/little_ontonagonriveragatefallsrr_3476_small.jpg https://historicbridges.org/michigan/agatefallsrr/little_ontonagonriveragatefallsrr_3476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/agatefallsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.480640,-89.090310
189 Aiken Street Bridge Ouellette Bridge This incredible bridge is the longest lenticular truss bridge in the country, and the one with the most spans. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.654444 -71.316111 Aiken Street Merrimack River Lowell Middlesex County, Massachusetts Massachusetts United States Metal Lenticular Pin-Connected Through Truss Fixed 11 5 0 0 1883 1998 Berlin Iron Bridge Company of East Berlin, Connecticut 9 10 155 47.24 780 237.74 29 8.84 https://historicbridges.org/massachusetts/aiken/little_img_1939_small.jpg https://historicbridges.org/massachusetts/aiken/little_img_1951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/aiken/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.654444,-71.316111
190 Airline Road Bridge This bridge is a highly unusual variation of standard bridge plans in use at the time. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete continuous t-beam, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. 43.184380 -86.223220 Airline Road Black Creek Norton Shores Muskegon County, Michigan Michigan United States Concrete T-Beam Fixed 0 Continuous 3 0 0 1931 0 Price Brothers Company of Lansing, Michigan 2 3 20 6.1 60 18.29 40 12.19 https://historicbridges.org/michigan/airline/little_airline_rd_black_cr_24_small.jpg https://historicbridges.org/michigan/airline/little_airline_rd_black_cr_24.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/airline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.184380,-86.223220
192 Akerley Road Bridge This small truss bridge has had columns added under the floorbeams, turning the bridge into a stringer. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.895750 -80.487780 Akerley Road (TR-883) Ashtabula Creek Akerly (Rural) Erie County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1930 1988 Unknown 5 4 40 12.19 40 12.19 15.7 4.79 https://historicbridges.org/pennsylvania/akerly/bkg_swpenn1567_small.jpg https://historicbridges.org/pennsylvania/akerly/swpenn073907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/akerly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.895750,-80.487780
195 Albion Main Street Bridge Bridge E-200 One of two lift bridges in Albion, this bridge carries a major road with significant traffic and is the only lift bridge on the canal altered with the addition of vertical members. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York. 43.249080 -78.193660 Main Street (NY-98) Erie Canal (New York State Barge Canal) Albion Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1914 1954 Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York 8 7 115.8 35.3 132 40.23 18.7 5.7 https://historicbridges.org/newyork/albionmain/little_img_3981_small.jpg https://historicbridges.org/newyork/albionmain/little_img_3981.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/albionmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.249080,-78.193660
196 ! Albion Street Bridge This 1930s bridge is unusual for having railings on its abutments, and unusual detailing on the concrete facing on the beams. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.247710 -84.762120 Albion Street Kalamazoo River Albion Calhoun County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1935 1976 Unknown 2 3 64 19.51 64 19.51 30 9.14 https://historicbridges.org/concrete/albion2/bkg_concrete28_small.jpg https://historicbridges.org/concrete/albion2/concrete063.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/albion2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247710,-84.762120
197 Albright Bridge Iowa Bridge Number 171910 This bridge is among the longest pin-connected Pratt truss spans in the state. The technical description of the main or most noteworthy span of the bridge is a 156 ft (47.55 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. H. Austin of Webster City, Iowa. 42.405400 -93.809900 Inkpaduta Avenue Boone River Rural Hamilton County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1907 0 A. H. Austin of Webster City, Iowa 7 8 156 47.55 207 63.09 15.7 4.79 https://historicbridges.org/iowa/inkpaduta/little_dscf6003_small.jpg https://historicbridges.org/iowa/inkpaduta/little_dscf6003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/inkpaduta/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.405400,-93.809900
198 Aldrich Change Bridge One of the two oldest metal bridges in New York, and also one of two original Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 72.4 ft (22.07 m) metal (cast iron) pin-connected Parker pony truss, fixed. The bridge was primarily built by Mohawk and Hudson Iron Works of Waterford, New York (G.W. Eddy Foundry) and John Hutchinson of Troy, New York. The bridge was primarily designed by Squire Whipple. 43.064110 -77.247300 Park Path Park Land Palmyra Wayne County, New York New York United States Metal (Cast Iron) Parker Pin-Connected Pony Truss Fixed 7 1 0 0 1858 0 Mohawk and Hudson Iron Works of Waterford, New York (G.W. Eddy Foundry) and John Hutchinson of Troy, New York Squire Whipple 9 10 72.4 22.07 72.4 22.07 13.3 4.05 https://historicbridges.org/newyork/aldrichchange/little_aldrich_change4_small.jpg https://historicbridges.org/newyork/aldrichchange/little_img_3260.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/aldrichchange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.064110,-77.247300
199 Alec Johnson Road Bridge Johnson Road Bridge This is a small pony truss that retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 46.231390 -87.074440 Alec Johnson Road (Johnson Road) Whitefish River Rural Alger County, Michigan Michigan United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1910 0 Unknown 4 6 40 12.19 42 12.8 16 4.88 https://historicbridges.org/michigan/johnson/little_alecjohnsonroad_1959_small.jpg https://historicbridges.org/michigan/johnson/little_alecjohnsonroad_1959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/johnson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.231390,-87.074440
200 Alemany Boulevard Bridge This is an unusual bridge with its curved, cantilevered concrete girders. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) concrete cantilever deck girder, fixed. The bridge was primarily built by Unknown. 37.709740 -122.471160 Alemany Boulevard CA-1 (Cabrillo Highway) San Francisco San Francisco County, California California United States Concrete Deck Girder Fixed 0 Cantilever 12 0 0 1950 1966 Unknown 6 6 79 24.08 989 301.45 24.6 7.5 https://historicbridges.org/california/alemany/little_day4_alemanyboulevardramp04772_small.jpg https://historicbridges.org/california/alemany/little_day4_alemanyboulevardramp04772.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alemany/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.709740,-122.471160
201 Alexander Avenue Bridge Charles H. Holcomb Bridge This is a rare example of a rainbow arch, and has a short span with unusually tall arches. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Pacific States Construction Company. 37.929970 -122.532020 Alexander Avenue Railroad (Rail-Trail) Larkspur Marin County, California California United States Concrete Rainbow Through Arch Fixed 0 1 Concrete Slab Fixed 0 6 1925 0 Pacific States Construction Company 7 7 38 11.58 164 49.99 20.3 6.19 https://historicbridges.org/california/alexanderavenue/little_day6_alexanderavenuebridge07624_5_6_fused_small.jpg https://historicbridges.org/california/alexanderavenue/little_day6_alexanderavenuebridge07624_5_6_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alexanderavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.929970,-122.532020
202 Alexander Hamilton Bridge The youngest of three arch bridges on this section of river. The technical description of the main or most noteworthy span of the bridge is a 555 ft (169.16 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 40.845556 -73.928333 I-95 and US-1 Harlem River New York The Bronx, New York and Manhattan, New York New York United States Metal Solid Ribbed Deck Arch Fixed 0 1 0 0 1963 1975 Unknown 5 4 555 169.16 2375 723.9 96 29.26 https://historicbridges.org/newyork/alexanderhamilton/little_pict7214_small.jpg https://historicbridges.org/newyork/alexanderhamilton/little_pict7214.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/alexanderhamilton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.845556,-73.928333
203 ! Alexandra Bridge (Pont Alexandra) Interprovincial Bridge (Pont Interprovincial) Located next to Parliament Hill, this beautiful bridge represents a significant engineering achievement as an early surviving large-scale cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 555.75 ft (169.39 m) metal cantilever pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.430230 -75.704410 Saint Patrick Street and Murray Street (Boulevard des Allumettières) Ottawa River (Rivière des Outaouais) Ottawa and Gatineau Ottawa City, Ontario and Outaouais, Québec Ontario and Québec Canada Metal Pratt Pin-Connected Through Truss Fixed 18 Cantilever 3 Metal Pennsylvania Pin-Connected Through Truss Fixed 8 0 1900 2010 Dominion Bridge Company of Montréal, Québec 9 10 555.75 169.39 1857 566.01 62 18.9 https://historicbridges.org/ontario/alexandra/little_p1050571_small.jpg https://historicbridges.org/ontario/alexandra/little_p1050571.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/alexandra/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.430230,-75.704410
204 Alexandra Bridge A late, yet uncommon and unaltered example of a steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by General Construction Company. The bridge was primarily designed by A. B. Sanderson and Company. 49.701560 -121.409980 TC-1 Fraser River Rural Fraser Valley District, British Columbia British Columbia Canada Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 1964 0 General Construction Company A. B. Sanderson and Company 6 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/alexandra/little_4957725448_692eb64f65alexandrabridge_o_small.jpg https://historicbridges.org/britishcolumbia/alexandra/little_4957725448_692eb64f65alexandrabridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/alexandra/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.701560,-121.409980
206 Allegan City Dam Bridge This truss bridge serves to allow workers to acess the various parts of a small dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge and dam itself is fenced off and not open to the public. 42.524910 -85.845840 Dam Access Kalamazoo River Allegan Allegan County, Michigan Michigan United States This bridge and dam itself is fenced off and not open to the public. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/michigan/allegandam/little_brg_9921_small.jpg https://historicbridges.org/michigan/allegandam/little_brg_9921.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/allegandam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.524910,-85.845840
207 Allen Road Bridge This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.685640 -84.185310 Allen Road Wolf Creek Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1968 0 Unknown 1 2 27 8.23 27 8.23 21.7 6.61 https://historicbridges.org/michigan/allen/little_p1470168_small.jpg https://historicbridges.org/michigan/allen/little_p1470168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/allen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.685640,-84.185310
208 Allerton Road Bridge Jefferis Ford Bridge This bridge is an interesting and early example of a riveted through truss. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.938860 -75.636450 Allerton Road East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1905 1990 Unknown 6 7 95 28.96 102 31.09 14.4 4.39 https://historicbridges.org/pennsylvania/chester111allerton/little_bridge1111_small.jpg https://historicbridges.org/pennsylvania/chester111allerton/little_bridge1111.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester111allerton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.938860,-75.636450
209 Alley Ford Bridge Franklin County Bridge 48 This attractive, traditional bridge has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Jones and Bunzendahl of Connersville, Indiana. The bridge was primarily designed by John L. Stewart. 39.409220 -85.119350 Pipe Creek Road Pipe Creek Rural Franklin County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1927 0 Jones and Bunzendahl of Connersville, Indiana John L. Stewart 6 6 100 30.48 105 32 18 5.49 https://historicbridges.org/indiana/pipecreekroad/little_071_small.jpg https://historicbridges.org/indiana/pipecreekroad/little_071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pipecreekroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.409220,-85.119350
210 Alvord Lake Bridge Kezar Drive Bridge This small bridge has national significance as the oldest reinforced concrete bridge in the entire country! The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ernest L. Ransome of New York, New York. 37.769090 -122.454840 Kezar Drive Pedestrian Walkway San Francisco San Francisco County, California California United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1889 0 Unknown Ernest L. Ransome of New York, New York 10 10 29 8.84 0 0 64 19.51 https://historicbridges.org/california/alvordlake/little_day4_alvordlakebridge04830_small.jpg https://historicbridges.org/california/alvordlake/little_day4_alvordlakebridge04830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alvordlake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769090,-122.454840
216 Andrewsville Swing Bridge Nicholsons Locks Bridge This is an unusual, simple, and archaic swing design that remains in use, representing the early days of the canal. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 44.951360 -75.817440 Andrewsville Road Rideau Canal Rural Leeds and Grenville United Counties, Ontario Ontario Canada Wood Stringer (Multi-Beam) Movable: Swing Center Bearing Bobtail 0 1 0 0 1971 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/andrewsvilleswing/little_andrewsvilleswing2543_small.jpg https://historicbridges.org/ontario/andrewsvilleswing/little_andrewsvilleswing2543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/andrewsvilleswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.951360,-75.817440
218 Ann Arbor Railroad Bridge Argo Bridge This long bridge is a pattern book for plate girder bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.290730 -83.745870 Railroad (Ann Arbor Railroad) Huron River and US-23 BL Ann Arbor Washtenaw County, Michigan Michigan United States Metal Deck Girder Fixed 0 8 Metal Through Girder Fixed 0 2 1906 0 Unknown 2 4 110 33.53 714 217.63 14 4.27 https://historicbridges.org/other/annarbor/AnnArborRR47_small.jpg https://historicbridges.org/other/annarbor/AnnArborRR47.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/annarbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290730,-83.745870
219 Ann Arbor Road Bridge This is an old concrete arch bridge that was built as a Federal Aid bridge. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by M. E. White Company of Chicago, Illinois. 42.366140 -83.408990 Ann Arbor Road (Old M-14) Middle River Rouge Livonia Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 M. E. White Company of Chicago, Illinois 3 5 76.8 23.41 76.8 23.41 28 8.53 https://historicbridges.org/michigan/annarborroad/little_dscf5793_small.jpg https://historicbridges.org/michigan/annarborroad/little_dscf5793.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/annarborroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.366140,-83.408990
220 Angela Boulevard Bridge Angela Avenue Bridge This bridge is historically significant for documented association with Depression-era programs, the Public Works Administration. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. L. Maddocks Company. The bridge was primarily designed by William S. Moore. 41.693280 -86.263050 Angela Boulevard St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1940 2004 H. L. Maddocks Company William S. Moore 6 5 79.7 24.29 257 78.33 39.7 12.1 https://historicbridges.org/indiana/angela/little_pict4660_small.jpg https://historicbridges.org/indiana/angela/little_pict4660.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/angela/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.693280,-86.263050
221 Anthony Wayne Bridge High Level Bridge This is a graceful landmark suspension bridge providing a beautiful centerpiece link for Toledo, and was built in 1931. The technical description of the main or most noteworthy span of the bridge is a 785 ft (239.27 m) metal through plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 41.641070 -83.533680 OH-2 and OH-5 Maumee River, Railroad, and Streets Toledo Lucas County, Ohio Ohio United States Metal Through Plate Girder Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 25 1931 1961 McClintic-Marshall Company of Pittsburgh, Pennsylvania Waddell and Hardesty of New York, New York 8 8 785 239.27 3215 979.93 54 16.46 https://historicbridges.org/ohio/toledo/little_p1140138_small.jpg https://historicbridges.org/ohio/toledo/little_p1140138.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.641070,-83.533680
225 Apalachin Bridge This attractive bridge has been well maintained and recently rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.062340 -76.148860 Main Street Apalachin Creek Apalachin Tioga County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1929 2002 Unknown 5 5 130 39.62 132 40.23 27.2 8.29 https://historicbridges.org/newyork/apalachin/newyork1523_small.jpg https://historicbridges.org/newyork/apalachin/newyork1523.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/apalachin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.062340,-76.148860
226 Apple Road Bridge This is the oldest rainbow arch bridge in Minnesota and an early Marsh arch, but has been totally abandoned. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. 44.236820 -94.361120 Apple Road (Old Alignment) Little Cottonwood River (Old Alignment) Rural Blue Earth County, Minnesota Minnesota United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1911 0 Marsh Engineering Company of Des Moines, Iowa 8 8 60 18.29 0 0 19.2 5.85 https://historicbridges.org/minnesota/appleroadmarsharch/little_appleroadmarsharch1758_small.jpg https://historicbridges.org/minnesota/appleroadmarsharch/little_appleroadmarsharch1758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/appleroadmarsharch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.236820,-94.361120
229 L Arlene Drive Bridge This bridge is among the older of Michigan's steel stringer overpasses that still retains original railings. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by K. G. Marks. The bridge was primarily designed by Michigan State Highway Department. 42.998800 -83.749490 Arlene Drive I-75 Flint Genesee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1957 0 K. G. Marks Michigan State Highway Department 1 3 56.8 17.31 187 57 26 7.92 https://historicbridges.org/michigan/arlene/bkg_bridge094_small.jpg https://historicbridges.org/michigan/arlene/bridge285.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/arlene/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998800,-83.749490
230 Arlington Avenue Railroad Bridge This bridge is noted for its extreme skew that is accommodated with non-skewed spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.430620 -80.001170 Railroad (Penn Central) Arlington Avenue Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 1 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/arlingtonrr/little_p1230373_4_5_fused_small.jpg https://historicbridges.org/pennsylvania/arlingtonrr/little_p1230373_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/arlingtonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430620,-80.001170
231 Armour Saari Road Bridge This bridge is a good example of work done by a company that was prolific in Michigan. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal bolt-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 46.196170 -86.990780 Armour Saari Road Whitefish River Rural Alger County, Michigan Michigan United States Metal Double-Intersection Warren Bolt-Connected Pony Truss Fixed 4 1 0 0 1906 1938 Joliet Bridge and Iron Company of Joliet, Illinois 5 7 63 19.2 65 19.81 16 4.88 https://historicbridges.org/michigan/armoursaari/little_armoursaariroad_1950_small.jpg https://historicbridges.org/michigan/armoursaari/little_armoursaariroad_1950.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/armoursaari/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.196170,-86.990780
232 Arrowsic Bridge Max L. Wilder Memorial Bridge This rare example of an arched cantilever truss is also significant as a substantial work designed by a noted state bridge engineer. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. The bridge was primarily designed by Max L. Wilder, Maine State Highway Commission. 43.909230 -69.800210 Arrowsic Road (ME-127) Sasanoa River Rural Sagadahoc County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 Cantilever (Arched) 3 0 4 1950 1985 Harris Structural Steel Company of New York, New York Max L. Wilder, Maine State Highway Commission 7 7 300 91.44 838 255.42 24 7.32 https://historicbridges.org/maine/arrowsick_bath/little_p1490118_small.jpg https://historicbridges.org/maine/arrowsick_bath/little_p1490118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/arrowsick_bath/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.909230,-69.800210
235 Ash Street Bridge This unusual design t-beam bridge is one of the oldest of its structure type in Michigan. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by J. Morehouse. 42.579200 -84.447490 Ash Street Sycamore Creek Mason Ingham County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1918 0 J. Morehouse 3 5 29 8.84 29 8.84 36 10.97 https://historicbridges.org/michigan/ash/little_pict6439_small.jpg https://historicbridges.org/michigan/ash/little_pict6439.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ash/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.579200,-84.447490
236 Ash Street Bridge This is one of several old bridges along this canal. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.095970 -70.218250 Ash Street (Pedestrian Walkway) Main Canal Lewiston Androscoggin County, Maine Maine United States Concrete T-Beam Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/maine/lewistoncanal1/little_p1480458_small.jpg https://historicbridges.org/maine/lewistoncanal1/little_p1480458.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lewistoncanal1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.095970,-70.218250
237 Ash Road Bridge This picturesque arch bridge is noteworthy for its association with an important engineer. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Rieth-Riley Construction Company of Goshen, Indiana. The bridge was primarily designed by William S. Moore. 41.680120 -86.061380 Ash Road (IN-219) St. Joseph River Mishawaka and Elkhart St. Joseph County, Indiana and Elkhart County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1929 1994 Rieth-Riley Construction Company of Goshen, Indiana William S. Moore 7 7 90 27.43 283.8 86.5 50 15.24 https://historicbridges.org/indiana/ash/little_ashroad875_small.jpg https://historicbridges.org/indiana/ash/little_ashroad875.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ash/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680120,-86.061380
238 Ash Road Bridge This little Queenpost pony truss has been altered. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.001890 -80.416450 Ash Road (TR-309) Rocky Run Rural Washington County, Pennsylvania Pennsylvania United States Metal Queenpost Rivet-Connected Pony Truss Fixed 3 1 0 0 1903 0 Nelson and Buchanan of Chambersburg, Pennsylvania 5 4 42 12.8 44 13.41 10.2 3.11 https://historicbridges.org/pennsylvania/ashroad/little_ashroad1811_small.jpg https://historicbridges.org/pennsylvania/ashroad/little_ashroad1811.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ashroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.001890,-80.416450
239 Ashland Chicago and North Western Railroad Bridge Bridge Number 1316 1/2 This attractive stone arch bridge is literally falling to pieces. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 46.591100 -90.870040 Railroad (Abandoned Chicago and North Western) Bay City Creek Ashland Ashland County, Wisconsin Wisconsin United States Stone Segmental Deck Arch Fixed 0 1 0 0 1893 0 Unknown 3 5 20 6.1 0 0 0 0 https://historicbridges.org/wisconsin/ashland/bkg_img_0638-172_small.jpg https://historicbridges.org/wisconsin/ashland/IMG_0638.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/ashland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.591100,-90.870040
240 Ashtabula Bridge This is one of the only surviving examples of a Brown type bascule bridge in the country, and it is in great condition! The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Polygonal Warren through truss, movable: bascule, Brown. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Wendell P. Brown of Cleveland, Ohio. 41.900480 -80.797530 Bridge Street (OH-531) Ashtabula River Ashtabula Ashtabula County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Bascule Brown 8 1 Concrete Slab Fixed 0 2 1925 2008 Kelly-Atkinson Construction Company of Chicago, Illinois and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Wendell P. Brown of Cleveland, Ohio 9 9 160 48.77 223 67.97 20 6.1 https://historicbridges.org/ohio/ashtabulahighwaybascule/little_ashtabulahighwaybascule0671_small.jpg https://historicbridges.org/ohio/ashtabulahighwaybascule/little_ashtabulahighwaybascule0671.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ashtabulahighwaybascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.900480,-80.797530
241 Ashtabula Railroad Bridge This is an extremely early example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 159.4 ft (48.59 m) metal rivet-connected Warren through truss, movable: bascule, Heel Trunnion. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.891480 -80.798590 Railroad (Conrail) Ashtabula River Ashtabula Ashtabula County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Bascule Heel Trunnion 6 1 Metal Deck Girder Fixed 0 0 1911 0 Pennsylvania Steel Company of Steelton, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 159.4 48.59 0 0 0 0 https://historicbridges.org/ohio/ashtabularrbascule/little_ashtabularrbascule0655_small.jpg https://historicbridges.org/ohio/ashtabularrbascule/little_ashtabularrbascule0655.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ashtabularrbascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.891480,-80.798590
242 Atlas Road Bridge One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.963889 -83.525833 Atlas Road Kearsley Creek Rural Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1929 0 Unknown 2 2 37.7 11.49 41 12.5 30 9.14 https://historicbridges.org/michigan/atlas/little_dscf8144_small.jpg https://historicbridges.org/michigan/atlas/little_dscf8144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/atlas/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.963889,-83.525833
243 Deering Bridge This is an impressive and extremely massive railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.922400 -87.670380 Railroad (Metra Union Pacific North) North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 6 1 0 0 1916 0 Kelly-Atkinson Construction Company of Chicago, Illinois Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 7 145 44.2 186 56.69 0 0 https://historicbridges.org/illinois/nchicago/little_dscf3464_small.jpg https://historicbridges.org/illinois/nchicago/little_dscf3464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/nchicago/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.922400,-87.670380
244 Ashland Avenue Sanitary and Ship Canal Bridge This is among the widest Chicago bascule bridges, and is associated with Depression era funding programs. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.845280 -87.665833 Ashland Avenue Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1938 0 Ketler-Elliott Company of Chicago, Illinois City of Chicago 6 6 225 68.58 312 95.1 57 17.37 https://historicbridges.org/illinois/ashland/little_p1190184_small.jpg https://historicbridges.org/illinois/ashland/little_p1190184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ashland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.845280,-87.665833
245 ! Ashland Avenue North Branch Bridge This graceful structure includes bridge tender buildings with symbolic depictions. The technical description of the main or most noteworthy span of the bridge is a 232 ft (70.71 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.922200 -87.668490 Ashland Avenue North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1936 1993 Ketler-Elliott Company of Chicago, Illinois City of Chicago 8 7 232 70.71 386.5 117.81 60 18.29 https://historicbridges.org/illinois/ashlandnorth/little_p1440845_small.jpg https://historicbridges.org/illinois/ashlandnorth/little_p1440845.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ashlandnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.922200,-87.668490
246 Ashland Avenue Calumet Sag Channel Bridge This impressive through truss has an attractive visual complexity to its trusses. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.655020 -87.660600 Ashland Avenue Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 2 1932 1997 Unknown 6 6 250 76.2 378.3 115.31 44 13.41 https://historicbridges.org/illinois/ashlandsag/little_p1180647_small.jpg https://historicbridges.org/illinois/ashlandsag/little_p1180647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ashlandsag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.655020,-87.660600
247 Ashland Road Bridge This is the earliest example of a bridge built by a noteworthy regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works). 38.930370 -92.313310 Ashland Road Hinkson Creek Columbia Boone County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1888 0 H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works) 7 7 103 31.39 103 31.39 12 3.66 https://historicbridges.org/missouri/ashland/little_dscf6059_small.jpg https://historicbridges.org/missouri/ashland/little_dscf6059.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ashland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.930370,-92.313310
249 ! Atherton Bridge One of two Post truss bridges in the country, this Phoenix Column pony truss should be restored. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Post through truss, fixed. The bridge was primarily built by J. H. Cofrode and Company of Philadelphia, Pennsylvania. 42.444680 -71.671920 Bolton Road (Old Alignment) Nashua River Lancaster Worcester County, Massachusetts Massachusetts United States Metal Post Pin-Connected Through Truss Fixed 11 1 0 0 1870 1978 J. H. Cofrode and Company of Philadelphia, Pennsylvania 10 10 72 21.95 72 21.95 18.5 5.64 https://historicbridges.org/massachusetts/atherton/little_pict6799_small.jpg https://historicbridges.org/massachusetts/atherton/little_pict6836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/atherton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.444680,-71.671920
251 Auburn Street Bridge This bridge creates an attractive crossing for a small town. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.613800 -76.046780 Auburn Street (PA-267) Meshoppen Creek Meshoppen Wyoming County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Concrete T-Beam Fixed 0 2 1934 0 Unknown Pennsylvania State Highway Department 5 5 144 43.89 214 65.23 23 7.01 https://historicbridges.org/pennsylvania/meshoppen/bkg_newyork346_small.jpg https://historicbridges.org/pennsylvania/meshoppen/newyork1009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meshoppen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.613800,-76.046780
252 Augusta Drive Bridge Similar to the M-96 Bridge which is also in Augusta, this one lacks a center pier. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.336330 -85.348080 Augusta Drive Augusta Creek Augusta Kalamazoo County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1930 1937 Unknown Michigan State Highway Department 2 3 22 6.71 25 7.62 32.2 9.81 https://historicbridges.org/concrete/augustadrive/bcphotos016_small.jpg https://historicbridges.org/concrete/augustadrive/bcphotos012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/augustadrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336330,-85.348080
254 Aurora Fox River Railroad Bridge A traditionally composed multi-span deck plate girder bridge resting on interesting piers. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.753770 -88.321810 Railroad (BNSF) Fox River Aurora Kane County, Illinois Illinois United States Metal Deck Girder Fixed 0 6 0 0 1900 0 Unknown 1 2 80 24.38 445 135.64 0 0 https://historicbridges.org/illinois/aurorarrbridgenorth/little_p1450203_4_5_tonemapped_small.jpg https://historicbridges.org/illinois/aurorarrbridgenorth/little_p1450203_4_5_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/aurorarrbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.753770,-88.321810
255 Ausable Chasm Bridge This steel arch bridge was designed to look attractive in its setting within the beautiful Ausable Chasm. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 44.524770 -73.463130 US-9 Ausable River Ausable Chasm Clinton County, New York and Essex County, New York New York United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 1 Concrete Deck Arch Fixed 0 2 1934 0 Unknown 7 6 126 38.4 411 125.27 30 9.14 https://historicbridges.org/newyork/ausablechasm/little_p1070450_small.jpg https://historicbridges.org/newyork/ausablechasm/little_p1070450.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ausablechasm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.524770,-73.463130
257 Austin Avenue Bridge Funded with federal Depression era relief funds, this bridge is so wide driving under it is much like driving through a tunnel. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by Arthur Engh. 41.916430 -87.775480 Railroad (Soo Line, Metra Milwaukee District West) Austin Avenue Chicago Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 1 Concrete Slab Fixed 0 2 1939 0 Overland Construction Company of Chicago, Illinois Arthur Engh 6 5 0 0 0 0 0 0 https://historicbridges.org/illinois/austin/little_p1290040_small.jpg https://historicbridges.org/illinois/austin/little_p1290040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/austin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916430,-87.775480
258 Au Train River Railroad Bridge This is a small railroad arch bridge next to a highway arch bridge and a dam. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.332760 -86.849980 Railroad (Coalwood Trail Rail-Trail) Au Train River Rural Alger County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/lsi_autrain/little_2011august001_small.jpg https://historicbridges.org/michigan/lsi_autrain/little_2011august001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lsi_autrain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.332760,-86.849980
259 Aux Sable Creek Aqueduct Carrying water over water, this is an extremely unusual surviving historic bridge in the United States. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 41.396240 -88.330290 Illinois and Michigan Canal Aux Sable Creek Rural Grundy County, Illinois Illinois United States Metal Through Girder Fixed 0 3 0 0 1927 1948 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/illinois/auxsablecanal/little_dscf4370_small.jpg https://historicbridges.org/illinois/auxsablecanal/little_dscf4370.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/auxsablecanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.396240,-88.330290
260 Avoca Bridge A good example of sizable 1930s bridge construction in New York. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.411610 -77.426830 NY-415 Cohocton River Avoca Steuben County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1938 0 Unknown 3 3 67 20.42 276 84.12 34.8 10.61 https://historicbridges.org/newyork/avoca/bkg_newyork132_small.jpg https://historicbridges.org/newyork/avoca/newyork0398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avoca/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.411610,-77.426830
262 Avon Railroad Bridge Erie-Attica Bridge This attractive and old skewed truss bridge is abandoned and missing its approach spans, but retains significance. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.922680 -77.757300 Railroad (Erie-Attica Rail-Trail, Former Erie Railroad) Genesee River Avon Livingston County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1906 0 American Bridge Company of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/avon/little_avonupgrade44_small.jpg https://historicbridges.org/newyork/avon/little_avonupgrade44.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.922680,-77.757300
263 Avonmore Bridge This bridge is not like other 1930s truss bridges in the state... all truss parts are rolled beams. The technical description of the main or most noteworthy span of the bridge is a 218 ft (66.45 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.534090 -79.465610 6th Street (PA-156) Kiskiminetas River Avonmore Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 11 2 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 2 1937 1985 Unknown Pennsylvania State Highway Department 6 7 218 66.45 571 174.04 19 5.79 https://historicbridges.org/pennsylvania/avonmore/bkg_swpenn0713_small.jpg https://historicbridges.org/pennsylvania/avonmore/swpenn070120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/avonmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.534090,-79.465610
266 Babtist Church Road Bridge One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by John Parker Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.198120 -75.591650 Babtist Church Road (TR-499) Pigeon Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1916 0 John Parker Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 2 1 30 9.14 35 10.67 20 6.1 https://historicbridges.org/pennsylvania/bridge274parkerford/little_bridge274parkerford011_small.jpg https://historicbridges.org/pennsylvania/bridge274parkerford/little_bridge274parkerford011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge274parkerford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198120,-75.591650
268 Bach Driveway Bridge North Bayport Road Driveway Bridge North One of two tiny abandoned truss bridges within sight of each other. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents. 43.687800 -83.354300 Private Driveway (Abandoned) Columbia Drain Rural Huron County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents 6 6 0 0 0 0 0 0 https://historicbridges.org/truss/bach2/little_pict8528_small.jpg https://historicbridges.org/truss/bach2/little_pict8528.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bach2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.687800,-83.354300
269 Bach Driveway Bridge South Bayport Road Driveway Bridge South One of two tiny abandoned truss bridges within sight of each other. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio Wynkoop and McGormley, Agents. 43.686840 -83.354280 Private Driveway (Abandoned) Columbia Drain Rural Huron County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 1905 0 Toledo-Massillon Bridge Company of Toledo, Ohio Wynkoop and McGormley, Agents 6 6 0 0 0 0 0 0 https://historicbridges.org/truss/bach/little_pict8525_small.jpg https://historicbridges.org/truss/bach/little_pict8525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bach/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.686840,-83.354280
270 Bacon Island Road Bridge This privately owned bridge is a rare example of a highway truss swing bridge with pin connections. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Clark and Henery of Stockton, California. Special note about bridge location: This bridge is private property with a posted security guard. However, the road leading right up to the bridge appears to be public. 38.004770 -121.532000 Bacon Island Road Middle River Rural San Joaquin County, California California United States This bridge is private property with a posted security guard. However, the road leading right up to the bridge appears to be public. Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 6 0 1905 0 Clark and Henery of Stockton, California 8 8 204 62.18 326 99.36 18 5.49 https://historicbridges.org/california/baconislandroadbridge/little_day2_baconislandroadbridge00724_small.jpg https://historicbridges.org/california/baconislandroadbridge/little_day2_baconislandroadbridge00724.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/baconislandroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.004770,-121.532000
271 Bacon Island Railroad Bridge BNSF - Bridge No. A-1135 One of three extremely rare examples of the unusual patented Abt bascule type in California. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. 37.939850 -121.533470 Railroad (BNSF and Amtrak) Middle River Rural San Joaquin County, California California United States Metal Through Girder Movable: Single Leaf Bascule Abt 0 1 0 0 1929 0 American Bridge Company of New York, New York 9 9 0 0 0 0 0 0 https://historicbridges.org/california/baconislandmiddleriverabt/little_day2_baconislandmiddleriverabt00681_small.jpg https://historicbridges.org/california/baconislandmiddleriverabt/little_day2_baconislandmiddleriverabt00681.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/baconislandmiddleriverabt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.939850,-121.533470
273 Bailey Road Bridge and Norman Road Driveways Tiny, simple bridges offer a glimpse into the past. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.082990 -82.950510 Various Local Drains Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/beam/bailey/Bailey6_small.jpg https://historicbridges.org/beam/bailey/Bailey6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/bailey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.082990,-82.950510
275 Baldwin Road Bridge A late and relatively long example of a concrete t-beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) concrete t-beam, fixed. The bridge was primarily built by Andrew T. Barnes of Cass City, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.556140 -85.881010 Baldwin Road White River Rural Newaygo County, Michigan Michigan United States Concrete T-Beam Fixed 0 3 0 0 1958 0 Andrew T. Barnes of Cass City, Michigan Michigan State Highway Department 1 2 34.8 10.61 105 32 24 7.32 https://historicbridges.org/michigan/baldwin/little_baldwin_ave._15_small.jpg https://historicbridges.org/michigan/baldwin/little_baldwin_ave._15.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baldwin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.556140,-85.881010
277 Ball Creek Road Bridges These three identical tiny bridges on the same road crossing the same creek document small bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The maps shown here are for the central bridge. The coordinates for the western bridge are 43.221667, -85.760556 and the eastern bridge is at 43.216111, -85.748889 43.218890 -85.754440 Ball Creek Road Ball Creek Kent City Kent County, Michigan Michigan United States The maps shown here are for the central bridge. The coordinates for the western bridge are 43.221667, -85.760556 and the eastern bridge is at 43.216111, -85.748889 Concrete T-Beam Fixed 0 1 0 0 1925 0 Unknown 1 2 21 6.4 24 7.32 26 7.92 https://historicbridges.org/michigan/ballcreekroad/little_center_ball_cr_bridge_10_small.jpg https://historicbridges.org/michigan/ballcreekroad/little_center_ball_cr_bridge_10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ballcreekroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.218890,-85.754440
280 Balls Falls Bridge This bridge is located where 6th Avenue passes through a park setting at a historic crossing right by a spectacular waterfall. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.133390 -79.383410 6th Avenue 20 Mile Creek Rural Niagara Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 72 21.95 72 21.95 0 0 https://historicbridges.org/ontario/ballsfalls/bkg_bridge044_small.jpg https://historicbridges.org/ontario/ballsfalls/bridge136.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ballsfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.133390,-79.383410
281 Baltimore River Railroad Bridge This plate girder with steel bents for support carries a former railroad line over a shallow river valley. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 46.534230 -89.203930 Railroad (Bergland to Sidnaw Rail Trail / Trail 8) Baltimore River Rural Ontonagon County, Michigan Michigan United States Metal Deck Girder Fixed 0 13 0 0 1899 0 Lassig Bridge and Iron Works of Chicago, Illinois 5 6 0 0 435 132.59 8 2.44 https://historicbridges.org/michigan/baltimoreriverrrbridge/little_baltimoreriverrrbridge_4392_small.jpg https://historicbridges.org/michigan/baltimoreriverrrbridge/little_baltimoreriverrrbridge_4392.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baltimoreriverrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.534230,-89.203930
283 Bankhead Avenue Bridge Although approach spans at one end have been removed, this bridge remains an impressive and locally significant bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 33.773060 -84.407150 Bankhead Avenue Railroad (Norfolk Southern and CSX) Atlanta Fulton County, Georgia Georgia United States Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 1912 0 Unknown 5 7 100 30.48 370 112.78 30 9.14 https://historicbridges.org/georgia/bankhead/little_dsc_3804_small.jpg https://historicbridges.org/georgia/bankhead/little_dsc_3804.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/bankhead/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.773060,-84.407150
284 Bank Street Bridge This bridge is a large, early, and impressive example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Jones and Girouard of Ottawa, Ontario. 45.396310 -75.684540 Bank Street Rideau Canal Ottawa Ottawa City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 6 0 0 1912 1993 Jones and Girouard of Ottawa, Ontario 8 7 76 23.16 630 192.02 40 12.19 https://historicbridges.org/ontario/bank/little_p1050077_small.jpg https://historicbridges.org/ontario/bank/little_p1050077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bank/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.396310,-75.684540
285 Banning Railroad Bridge One of the few examples of a K-Truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 370 ft (112.78 m) metal rivet-connected K-Truss deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. N. Doud. 40.123770 -79.748060 Railroad (Wheeling and Lake Erie) Youghiogheny River Rural (Banning) Fayette County, Pennsylvania Pennsylvania United States Metal K-Truss Rivet-Connected Deck Truss Fixed 0 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 0 1930 0 American Bridge Company of New York, New York A. N. Doud 8 8 370 112.78 1582 482.19 0 0 https://historicbridges.org/pennsylvania/banning/bkg_swpenn0900_small.jpg https://historicbridges.org/pennsylvania/banning/swpenn071766.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/banning/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.123770,-79.748060
287 Baltimore and Ohio Chicago Terminal Railroad Bridge This mature example of a Strauss heel-trunnion bascule bridge has been abandoned in its raised position. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.861110 -87.634980 Railroad (Baltimore and Ohio Chicago Terminal) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 0 0 1930 0 American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 7 0 0 186 56.69 0 0 https://historicbridges.org/illinois/sbrr2/little_dscf3106_small.jpg https://historicbridges.org/illinois/sbrr2/little_dscf3106.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sbrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.861110,-87.634980
288 Baltimore and Ohio Railroad Bridge #460 This bridge is among the oldest in Cleveland and remains in use. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.479320 -81.674390 Railroad (CSX) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1906 0 American Bridge Company of New York, New York Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 160 48.77 205 62.48 0 0 https://historicbridges.org/ohio/clevelandrr3/bkg_cleveland156_small.jpg https://historicbridges.org/ohio/clevelandrr3/cleveland0281.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.479320,-81.674390
289 Baltimore and Ohio Railroad Bridge #463 This bridge has been left standing for its historic and aesthetic values, but is otherwise abandoned. The technical description of the main or most noteworthy span of the bridge is a 231 ft (70.41 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. 41.495880 -81.702810 Railroad (Abandoned Baltimore and Ohio) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 0 0 1956 0 American Bridge Company of New York, New York 5 6 231 70.41 255 77.72 22 6.71 https://historicbridges.org/ohio/clevelandrr2/bkg_cleveland285_small.jpg https://historicbridges.org/ohio/clevelandrr2/cleveland0646.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.495880,-81.702810
290 Baltimore and Ohio Railroad Bridge #464 This impressive structure is one of the most significant railroad bridges in Cleveland. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.498220 -81.707950 Railroad (Abandoned Baltimore and Ohio) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1907 0 King Bridge Company of Cleveland, Ohio Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 8 210 64.01 334 101.8 0 0 https://historicbridges.org/ohio/clevelandrr1/bkg_cleveland311_small.jpg https://historicbridges.org/ohio/clevelandrr1/cleveland0752.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.498220,-81.707950
293 Barbertown Road Bridge Barberton Bridge This rare pin-connected truss bridge has been left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.574410 -79.693890 Barbertown Road Credit River Mississauga Peel Region, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 0 1 6 0 1898 0 Unknown 7 8 92 28.04 92 28.04 0 0 https://historicbridges.org/ontario/barbertownbridge/little_p1590724_small.jpg https://historicbridges.org/ontario/barbertownbridge/little_p1590724.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/barbertownbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.574410,-79.693890
294 Bardwells Ferry Bridge This is a very old, large, and well-preserved example of a rare lenticular truss bridge. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). 42.555350 -72.677840 Bardwells Ferry Road Deerfield River Rural Franklin County, Massachusetts Massachusetts United States Metal Lenticular Pin-Connected Through Truss Fixed 13 1 Metal Stringer (Multi-Beam) Fixed 0 1 1882 1995 Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) 9 10 198 60.35 230 70.1 14 4.27 https://historicbridges.org/massachusetts/bardwellsferry/little_pict8471_small.jpg https://historicbridges.org/massachusetts/bardwellsferry/little_img_2591.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bardwellsferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.555350,-72.677840
296 Barklay Boulevard Bridge An abandoned former trunkline pony truss bridge with poor deck condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.003670 -81.508690 Barklay Boulevard (Old KH-22) Sydenham River Rural Middlesex County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/truss/barklay/little_pict5945_small.jpg https://historicbridges.org/truss/barklay/little_pict5945.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/barklay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.003670,-81.508690
297 Barry Avenue Underpass Although one side is altered, this remains an attractive example of a historic Lake Shore Drive bridge that crosses a pedestrian walkway in Lincoln Park. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.938400 -87.635980 Lake Shore Drive (US-41) Barry Avenue Pedestrian Walkway Chicago Cook County, Illinois Illinois United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/barry/little_dscf2856_small.jpg https://historicbridges.org/illinois/barry/little_dscf2856.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/barry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.938400,-87.635980
298 Barry Road Beaver Creek Bridge A small steel stringer bridge with attractive Michigan type R4 railing. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.372110 -84.429850 Barry Road Beaver Creek Rural Gratiot County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1949 0 Unknown Michigan State Highway Department 1 1 42 12.8 45 13.72 23 7.01 https://historicbridges.org/michigan/barryroadnorth/little_p1360467_small.jpg https://historicbridges.org/michigan/barryroadnorth/little_p1360467.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/barryroadnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.372110,-84.429850
299 Barry Road Shad Creek Bridge A late example of a small scale t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.294670 -84.428990 Barry Road Shad Creek Rural Gratiot County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1957 0 Unknown Michigan State Highway Department 1 1 33.8 10.3 34.8 10.61 23 7.01 https://historicbridges.org/michigan/barryroadsouth/little_p1360443_small.jpg https://historicbridges.org/michigan/barryroadsouth/little_p1360443.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/barryroadsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.294670,-84.428990
301 Bartlett Mills Bridge A good representative example of a concrete t-beam in Maine. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.402800 -70.526300 US-1 (Portland Road) Kennebunk River Bartlett Mills York County, Maine Maine United States Concrete T-Beam Fixed 0 2 0 0 1928 0 Unknown 2 2 36 10.97 76 23.16 40 12.19 https://historicbridges.org/maine/bartlettmills/little_p1510087_small.jpg https://historicbridges.org/maine/bartlettmills/little_p1510087.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/bartlettmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.402800,-70.526300
302 Barto Bridge This small bridge has an attractive appearance and is historically significant for its early construction date. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Willauer and Company. 40.396130 -75.608340 Old PA-100 (PA-2069) West Branch Perkiomen Creek Barto Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1908 0 Willauer and Company 6 7 82 24.99 82 24.99 20 6.1 https://historicbridges.org/pennsylvania/barto_oldpa100/little_dscf0411_small.jpg https://historicbridges.org/pennsylvania/barto_oldpa100/little_dscf0411.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/barto_oldpa100/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.396130,-75.608340
305 ! Keene Station Bridge Base Line Bridge This bridge is a good example of a heritage bridge built by a local bridge builder. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. 44.263810 -78.165850 Base Line Indian River Keene Peterborough County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Dickson Bridge Works Company of Campbellford, Ontario 6 6 83 25.3 83 25.3 0 0 https://historicbridges.org/ontario/baseline/little_p1590059_small.jpg https://historicbridges.org/ontario/baseline/little_p1590059.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baseline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.263810,-78.165850
306 Baseline Road Bridge This tiny bridge has unusual yet attractive railings. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 42.260680 -82.886760 Baseline Road Pike Creek Tributary Rural Essex County, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/ontario/baseline_essex/little_p1430314_small.jpg https://historicbridges.org/ontario/baseline_essex/little_p1430314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baseline_essex/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.260680,-82.886760
307 Base Line Road Bridge Jackson County Bridge 189 This bridge is a rare example of very small-scale truss construction and was relocated to antique tractor area of the Jackson County fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 38.867000 -86.030980 Fairgrounds Access Unnamed Ditch Rural Jackson County, Indiana Indiana United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 1896 0 Lafayette Bridge Company of Lafayette, Indiana 6 6 33.8 10.3 36.7 11.19 15.4 4.69 https://historicbridges.org/indiana/baseroad/little_dscf7290_small.jpg https://historicbridges.org/indiana/baseroad/little_dscf7290.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/baseroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.867000,-86.030980
308 Batavia Railroad Bridge This bridge is noteworthy for being built by an important bridge company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 42.994620 -78.191540 Railroad (CSX) Tonawanda Creek Batavia Genesee County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 1900 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 5 6 0 0 0 0 0 0 https://historicbridges.org/newyork/batavia/bkg_newyork019_small.jpg https://historicbridges.org/newyork/batavia/newyork0028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/batavia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.994620,-78.191540
309 Bath Railroad Bridge This bizarre bridge has vertical endposts and a heavy skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 42.344730 -77.341850 Railroad (Livonia, Avon and Lakeville) Cohocton River Bath Steuben County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/newyork/bathrr/little_img_6005_small.jpg https://historicbridges.org/newyork/bathrr/little_img_6005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bathrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.344730,-77.341850
310 Bath House Road Bridge Technically a metal culvert, this handsome bridge is made to look like a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.739760 -87.048930 Bath House Road Marina Outlet Escanaba Delta County, Michigan Michigan United States Corrugated Multi-Plate Closed Spandrel Deck Arch Fixed 0 2 0 0 1934 0 Unknown 5 6 20 6.1 42 12.8 30.8 9.39 https://historicbridges.org/michigan/escanabaaronsonislandbridge/little_escanabaaronsonislandbridge_1639_small.jpg https://historicbridges.org/michigan/escanabaaronsonislandbridge/little_escanabaaronsonislandbridge_1639.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/escanabaaronsonislandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.739760,-87.048930
311 Bath Road Bridge Clark Road Bridge The only example of its kind in the county, this bridge is in good condition. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) concrete 40 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.819160 -84.356640 Bath Road (Clark Road) Looking Glass River Rural Shiawassee County, Michigan Michigan United States Concrete 40 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1925 0 Unknown Michigan State Highway Department 7 7 36.7 11.19 41 12.5 23 7.01 https://historicbridges.org/michigan/bath/little_dscf9764_small.jpg https://historicbridges.org/michigan/bath/little_dscf9764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bath/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.819160,-84.356640
312 Bathurst Street Bridge Sir Isaac Brock Bridge This massive truss bridge and its series of approach spans have a somewhat complicated history. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.640350 -79.401230 Bathurst Street And TTC Streetcar Railroad (Go, Canadian National) Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Through Girder Fixed 0 8 1903 1931 Unknown 7 8 205 62.48 600 182.88 0 0 https://historicbridges.org/ontario/bathurststreet/little_bathurststreet0159_small.jpg https://historicbridges.org/ontario/bathurststreet/little_bathurststreet0159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bathurststreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.640350,-79.401230
314 Baxter Hill Road Bridge This bridge is an early example of a truss bridge with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.246944 -78.404444 Baxter Mill Road (Baxter Hill Road) Ischua Creek Ischua Cattaraugus County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 4 1 0 0 1893 0 Unknown 7 7 101.7 31 105 32 13.5 4.11 https://historicbridges.org/newyork/baxter/little_img_5447_small.jpg https://historicbridges.org/newyork/baxter/little_img_5447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/baxter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246944,-78.404444
315 Bay City Railroad Bridge One of two railroad swing bridges in Bay City. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 43.605350 -83.889680 Railroad (Central Michigan Railroad) Saginaw River Bay City Bay County, Michigan Michigan United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 3 1905 1925 Unknown 7 7 245 74.68 660 201.17 0 0 https://historicbridges.org/truss/baycity/little_baycityswing_6580_small.jpg https://historicbridges.org/truss/baycity/little_baycityswing_6580.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/baycity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.605350,-83.889680
318 Bayonne Bridge This magnificent bridge held the record for longest arch span in the world for decades. The technical description of the main or most noteworthy span of the bridge is a 1675 ft (510.54 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Othmar Ammann. 40.642290 -74.141830 NY-440 and NJ-440 Kill Van Kull and Various Streets Bayonne and New York Hudson County, New Jersey and Staten Island, New York New Jersey and New York United States Metal Braced Ribbed Two-Hinged Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 72 1931 2014 American Bridge Company of New York, New York Othmar Ammann 10 10 1675 510.54 6695 2040.64 40 12.19 https://historicbridges.org/newjersey/bayonnebridge/little_bayonnebridge011335_small.jpg https://historicbridges.org/newjersey/bayonnebridge/little_bayonnebridge011335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bayonnebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.642290,-74.141830
319 Bays Road Bridge One of a few remaining examples of this attractive concrete bridge type in the county. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 41.269440 -83.717970 Bays Road Middle Branch Portage River Rural Wood County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown 6 7 48 14.63 50 15.24 19.4 5.91 https://historicbridges.org/ohio/baysroad/little_img_7019_small.jpg https://historicbridges.org/ohio/baysroad/little_img_7019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/baysroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.269440,-83.717970
321 Beach Road Bridge A rare Whipple truss, built by an equally rare local bridge company, this bridge was relocated to a trail. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbus Bridge Company of Columbus, Ohio. 40.116870 -82.939150 Westerville Bikeway Alum Creek Westerville Franklin County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 0 1 0 0 1888 0 Columbus Bridge Company of Columbus, Ohio 8 8 173 52.73 179 54.56 16 4.88 https://historicbridges.org/ohio/westerville/little_img_6682_small.jpg https://historicbridges.org/ohio/westerville/little_img_6682.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/westerville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.116870,-82.939150
322 Bean Creek Private Bridge An example of a once-common structure type that has become increasingly rare. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.824010 -84.356790 Private Trail Bean Creek Rural (Near Hudson) Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/michigan/hudsonprivate/bkg_hbmebridges382_small.jpg https://historicbridges.org/michigan/hudsonprivate/hbmebridges1209.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hudsonprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.824010,-84.356790
323 Bear Creek Bridge Knox Road Bridge A beautiful Warren pony truss in a hilly forest setting. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. 41.079250 -79.691060 Knox Road (TR-347, Donley Road, Jackson Avenue) South Branch Bear Creek Rural Armstrong County, Pennsylvania and Butler County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1913 1982 Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania 5 6 77 23.47 83 25.3 17.7 5.39 https://historicbridges.org/pennsylvania/knox/little_pict8507_small.jpg https://historicbridges.org/pennsylvania/knox/little_pict8507.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/knox/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.079250,-79.691060
324 Beardsley Avenue Bridge This tiny structure is more culvert than bridge yet is adorned like a bridge in a way that would never be done today. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 41.697550 -85.957740 Beardsley Avenue Osolo Township Ditch Elkhart Elkhart County, Indiana Indiana United States Concrete Slab Fixed 0 1 0 0 1926 0 Elkhart Bridge and Iron Company of Elkhart, Indiana 2 3 0 0 0 0 0 0 https://historicbridges.org/indiana/beardsley/little_pict4862_small.jpg https://historicbridges.org/indiana/beardsley/little_pict4862.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beardsley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.697550,-85.957740
326 Beatty Road Bridge This riveted truss bridge is closed to traffic but retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.483400 -82.934760 Beatty Road (CR-149) Whetstone Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1915 1996 Unknown 6 5 124 37.8 127 38.71 15.4 4.69 https://historicbridges.org/ohio/beatty5930529/little_beatty5930529_1110_small.jpg https://historicbridges.org/ohio/beatty5930529/little_beatty5930529_1110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/beatty5930529/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.483400,-82.934760
327 Beatty Railroad Overpass An attractive and traditional stone arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.301230 -79.418920 Railroad (Norfolk Southern) Auction Barn Road Rural Westmoreland County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/beatty/bkg_swpenn1169_small.jpg https://historicbridges.org/pennsylvania/beatty/swpenn072577.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/beatty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.301230,-79.418920
330 Beaver Creek Bridge This is an abandoned bridge just off the main highway in the area. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. 44.075980 -91.361300 Abandoned Road Beaver Creek Near Galesville Trempealeau County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Worden-Allen Company of Milwaukee, Wisconsin 6 6 0 0 0 0 0 0 https://historicbridges.org/wisconsin/beavercreek/little_beavercreek6654_small.jpg https://historicbridges.org/wisconsin/beavercreek/little_beavercreek6654.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/beavercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.075980,-91.361300
332 Beaver Road Bridge In good condition, this is the last concrete camelback bridge in Bay County. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Miller and Whyte. The bridge was primarily designed by Michigan State Highway Department. 43.667340 -83.970140 Beaver Road North Branch Kawkawlin River Rural Bay County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Miller and Whyte Michigan State Highway Department 7 7 53.8 16.4 60 18.29 22 6.71 https://historicbridges.org/michigan/beaverroad/little_beaverroad_6211_small.jpg https://historicbridges.org/michigan/beaverroad/little_beaverroad_6211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beaverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.667340,-83.970140
334 Beckwith Street Bridge Hiding under a modern deck that cantilevers off the original bridge is a beautiful two span stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 44.898540 -76.020990 Beckwith Street (KH-15) Rideau River Smiths Falls Lanark County, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/smithsfallsbeckwith/little_smithsfallsbeckwith2723_4_5_fused_small.jpg https://historicbridges.org/ontario/smithsfallsbeckwith/little_smithsfallsbeckwith2723_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsbeckwith/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.898540,-76.020990
335 Belding Bridge Veterans Memorial Bridge This is a good example of a cantilevered deck plate girder, and it was rehabilitated by MDOT! The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. 43.088880 -85.235200 M-44 / M-91 (Belding Road / State Street) Flat River / Mid-Michigan Railroad Belding Ionia County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 4 0 0 1950 1998 L. A. Davidson of Saginaw, Michigan 3 6 130 39.62 414 126.19 28 8.53 https://historicbridges.org/other/belding/little_dscf6900_small.jpg https://historicbridges.org/other/belding/little_dscf6873.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/belding/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.088880,-85.235200
336 Beach Road Bridge This rare bridge was severely altered as part of a so-called preservation project. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.361380 -76.594040 Beach Road West Branch Cayuga Inlet Newfield Tompkins County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 1873 2003 King Bridge Company of Cleveland, Ohio 9 9 60 18.29 60 18.29 12 3.66 https://historicbridges.org/newyork/newfield/bkg_newyork735_small.jpg https://historicbridges.org/newyork/newfield/newyork2153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.361380,-76.594040
337 Beachville Bridge A good, well-maintained example of a provincial standard plan pony truss in Ontario. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.092550 -80.833090 Zorra Line South Branch Thames River Beachville Oxford County, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 6 95 28.96 95 28.96 0 0 https://historicbridges.org/ontario/beachville/little_p1040108_small.jpg https://historicbridges.org/ontario/beachville/little_p1040108.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/beachville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.092550,-80.833090
338 Beckman Bridge This long abandoned bridge is a rare surviving example of a bridge built by the Continental Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Continental Bridge Company of Chicago and Peotone, Illinois. 46.801070 -88.678980 County Line Road West Branch Sturgeon River Rural Baraga County, Michigan and Houghton County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Continental Bridge Company of Chicago and Peotone, Illinois 7 7 96 29.26 136 41.45 16 4.88 https://historicbridges.org/michigan/beckman/little_100_0831_small.jpg https://historicbridges.org/michigan/beckman/little_100_0831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beckman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.801070,-88.678980
339 L Beecher Road Bridge This relatively old skewed expressway overpass is rare for its defined curve, wide deck width, and original railings. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Loselle Construction Company. The bridge was primarily designed by Michigan State Highway Department. 43.017020 -83.748360 Beecher Road I-75 Flint Genesee County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 4 0 0 1958 0 Loselle Construction Company Michigan State Highway Department 1 3 93 28.35 288 87.78 48 14.63 https://historicbridges.org/michigan/beecher/bkg_bridge086_small.jpg https://historicbridges.org/michigan/beecher/bridge257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beecher/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.017020,-83.748360
342 Bellefountain Bridge Iowa Bridge Number 34955 One of several large and significant multi-span pin-connected truss bridges on this section of river. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. 41.281900 -92.860140 Jefferson Street Des Moines River Near Tracy Mahaska County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 9 6 0 0 1898 0 Clinton Bridge and Iron Works of Clinton, Iowa 8 8 145 44.2 595.2 181.42 16.1 4.91 https://historicbridges.org/iowa/jefferson/little_dscf6062_small.jpg https://historicbridges.org/iowa/jefferson/little_dscf6062.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.281900,-92.860140
344 Bellaire Bridge M-88 Bridge A classic example of an attractive Michigan steel stringer design. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 44.978780 -85.210180 Bridge Street (M-88) Intermediate River Bellaire Antrim County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 2 6 59.7 18.2 59.7 18.2 40 12.19 https://historicbridges.org/michigan/bellaire/little_dscf4585_small.jpg https://historicbridges.org/michigan/bellaire/little_dscf4585.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bellaire/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978780,-85.210180
345 Benicia - Martinez Bridge George Miller Jr. Memorial Bridge This bridge is a late, but very long example of a continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 528 ft (160.93 m) metal bolt-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.041720 -122.123590 I-680 Southbound Carquinez Strait (Suisun Bay), Bayshore Road, and Railroad Martinez and Benicia Contra Costa County, California and Solano County, California California United States Metal Warren Bolt-Connected Deck Truss Fixed 10 10 Metal Stringer (Multi-Beam) 0 8 1962 1991 American Bridge Company of New York, New York 6 6 528 160.93 6215 1894.33 60.7 18.5 https://historicbridges.org/california/martinez/little_day4_martinezbridge05467_small.jpg https://historicbridges.org/california/martinez/little_day4_martinezbridge05467.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/martinez/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.041720,-122.123590
347 Benwood Bridge Bellaire Railroad Bridge, Great Stone Viaduct An impressive structure that also features a very long 1872 stone arch approach system known as the Great Stone Viaduct. The technical description of the main or most noteworthy span of the bridge is a 347.9 ft (106.04 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 40.011890 -80.739730 Railroad (Baltimore and Ohio) Ohio River Bellaire and Benwood Belmont County, Ohio and Marshall County, West Virginia Ohio and West Virginia United States Metal Parker Pin-Connected Through Truss Fixed 11 6 Stone Semicircular Deck Arch Fixed 0 0 1905 0 American Bridge Company of New York, New York John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 7 8 347.9 106.04 5808 1770.28 0 0 https://historicbridges.org/ohio/bellairerailroad/bkg_swpenn0552_small.jpg https://historicbridges.org/ohio/bellairerailroad/swpenn070708b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bellairerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.011890,-80.739730
348 Bellville Bridge This bridge is noted for its vertical end posts and aesthetic design. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Ohio State Highway Department. 40.623150 -82.511290 OH-13 and OH-97 (Main Street, Riverside Drive) Clear Fork Mohican River Bellville Richland County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1937 1999 Mount Vernon Bridge Company of Mount Vernon, Ohio Ohio State Highway Department 6 7 138 42.06 146 44.5 30 9.14 https://historicbridges.org/ohio/bellville/little_img_6662_small.jpg https://historicbridges.org/ohio/bellville/little_img_6662.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bellville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.623150,-82.511290
352 Casino Way Bridge Railings Although the superstructure has been replaced, the ornate railings and plaques from a former bridge were reused here. The technical description of the main or most noteworthy span of the bridge is a non-historic, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.334700 -82.994120 Casino Way Canoe Stream Detroit Wayne County, Michigan Michigan United States Non-Historic Fixed 0 1 0 0 1893 0 King Bridge Company of Cleveland, Ohio 1 1 0 0 0 0 0 0 https://historicbridges.org/beam/bellecasino/dscf7637_small.jpg https://historicbridges.org/beam/bellecasino/little_dscf7637.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/bellecasino/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.334700,-82.994120
354 Belle River Railroad Bridge A good example of 1920s plate girder construction. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.844260 -82.710740 Railroad (Canadian National) Belle River Rural St. Clair County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1927 0 American Bridge Company of New York, New York 1 2 0 0 0 0 0 0 https://historicbridges.org/other/bellerr/PICT4600_small.jpg https://historicbridges.org/other/bellerr/PICT4600.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/bellerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.844260,-82.710740
355 Belle River Railroad Bridge A pretty little stone arch bridge is a rare survivor in a county filled with historic bridge demolition. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.026880 -83.086920 Railroad (Polly Ann Rail-Trail) Belle River Rural Lapeer County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 5 0 0 0 0 0 0 https://historicbridges.org/other/archrr/IMG_0162_small.jpg https://historicbridges.org/other/archrr/IMG_0201.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/archrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.026880,-83.086920
356 Belleville Bridge One of two beautifully restored, rare multi-span rainbow arch bridges in Belleville. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Holdcroft Construction Company of Kingston, Ontario. The bridge was primarily designed by A. B. Crealock. 44.163370 -77.385150 Bridge Street Moira River Belleville Hastings County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 2 0 0 1930 0 Holdcroft Construction Company of Kingston, Ontario A. B. Crealock 7 7 113 34.44 220 67.06 0 0 https://historicbridges.org/ontario/bellevillesouth/little_p1040832_small.jpg https://historicbridges.org/ontario/bellevillesouth/little_p1040832.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bellevillesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.163370,-77.385150
357 Bell Avenue Bridge An uncommon New Jersey example of a bridge built by the prominent Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 40.706910 -74.943330 Bell Avenue Spruce Run River Glen Gardner Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1896 1992 Groton Bridge Company of Groton, New York 5 7 83 25.3 84 25.6 15.7 4.79 https://historicbridges.org/newjersey/bell/little_pict4920_small.jpg https://historicbridges.org/newjersey/bell/little_pict4920.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.706910,-74.943330
360 Lost Bridge Dearborn County Bridge 15, Ohio County Bridge 29 This bridge may be so named because anyone who has discovered this awe-inspiring bridge in the middle of nowhere was lost! The technical description of the main or most noteworthy span of the bridge is a 141.7 ft (43.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. 38.937000 -85.098830 Belles Branch Road Laughery Creek Rural Dearborn County, Indiana and Ohio County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1916 2009 Oregonia Bridge Company of Lebanon, Ohio 7 7 141.7 43.19 147 44.81 16.7 5.09 https://historicbridges.org/truss/bellesbranch/little_lostbridge4163_small.jpg https://historicbridges.org/truss/bellesbranch/little_lostbridge4163.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bellesbranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.937000,-85.098830
362 Bellevue Valley Railway Bridge An impressive trestle style multi-span plate girder with attractive steel bent supports. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 46.705870 -84.224170 Railroad (Algoma Central, Canadian National) Bellevue Valley Rural Algoma District, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 1915 0 Unknown 4 6 0 0 810 246.89 0 0 https://historicbridges.org/other/bellevue/little_pict3649_small.jpg https://historicbridges.org/other/bellevue/little_pict3497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/bellevue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.705870,-84.224170
363 Belmont Avenue Overpass This bridge is quite different in design and appearance from other historic overpasses on Lake Shore Drive. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.940450 -87.638310 Lake Shore Drive (US-41) Belmont Avenue Chicago Cook County, Illinois Illinois United States Concrete T-Beam Fixed 0 1 0 0 1940 0 Unknown 4 6 66 20.12 70 21.34 100 30.48 https://historicbridges.org/illinois/belmont/little_dscf2911_small.jpg https://historicbridges.org/illinois/belmont/little_dscf2911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/belmont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.940450,-87.638310
365 Benjamin Avenue Railroad Overpass A skewed variation of one of twelve similar railroad over highway bridges in the county, also with different design details. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.522500 -83.174722 Railroad (CN) Benjamin Avenue Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 30 9.14 82 24.99 0 0 https://historicbridges.org/michigan/oakland_benjamin/little_pict2140_small.jpg https://historicbridges.org/michigan/oakland_benjamin/little_pict2140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_benjamin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.522500,-83.174722
368 Bennett Road Culvert This is a small stone culvert. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.531120 -82.866620 Bennett Road (TR-129) Pugh Ditch Rural Morrow County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/ohio/bennett_stone/little_bennett_stone_1355_small.jpg https://historicbridges.org/ohio/bennett_stone/little_bennett_stone_1355.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bennett_stone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.531120,-82.866620
369 Bennies Hill Road Bridge This extremely significant bridge documents the unique designs of its builder very well. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.409640 -77.569610 Bennies Hill Road Catoctin Creek Rural Frederick County, Maryland Maryland United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 10 1 0 0 1879 2009 King Bridge Company of Cleveland, Ohio 9 9 94.2 28.71 94.2 28.71 13 3.96 https://historicbridges.org/maryland/bennieshill/little_pict3654_small.jpg https://historicbridges.org/maryland/bennieshill/little_pict3677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bennieshill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.409640,-77.569610
370 Bennington Road Bridge This is a good example of a small-scale 1920s bridge in Michigan, featuring the typical railing of the period. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.934770 -84.273420 Bennington Road Bear Creek Rural Shiawassee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1925 0 Unknown 1 1 24 7.32 27 8.23 23 7.01 https://historicbridges.org/michigan/bennington/little_p1350394_small.jpg https://historicbridges.org/michigan/bennington/little_p1350394.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bennington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.934770,-84.273420
373 Benton E. Day Bridge This bridge retains good integrity and offers both questions and answers about standard bridge designs in Indiana. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 38.060760 -87.097250 IN-62 (CR-1200) Little Pigeon Creek Rural Spencer County, Indiana and Warrick County, Indiana Indiana United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 Concrete T-Beam Fixed 0 2 1955 1985 Unknown 1 3 65 19.81 257 78.33 28 8.53 https://historicbridges.org/indiana/sr62pigeon/little_dscf6012_small.jpg https://historicbridges.org/indiana/sr62pigeon/little_dscf6012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sr62pigeon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.060760,-87.097250
374 Benton Road Bridge This traditionally composed riveted pony truss has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. 40.928530 -83.102560 Benton Road (TR-104) Sycamore Creek Rural Crawford County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1925 0 Brookville Bridge Company of Brookville, Ohio 5 5 90 27.43 92 28.04 16.7 5.09 https://historicbridges.org/ohio/benton/little_img_6908_small.jpg https://historicbridges.org/ohio/benton/little_img_6908.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/benton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.928530,-83.102560
375 Benton Street East Channel Bridge This bridge is part of a unique group of arch bridges in Aurora. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.755860 -88.316450 Benton Street Fox River East Channel Aurora Kane County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1924 1996 Unknown 5 6 56 17.07 174 53.04 40 12.19 https://historicbridges.org/illinois/bentoneast/little_p1170833_small.jpg https://historicbridges.org/illinois/bentoneast/little_p1170833.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bentoneast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.755860,-88.316450
376 Benton Street West Channel Bridge A traditionally composed concrete arch bridge that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.756680 -88.318420 Benton Street Fox River West Channel Aurora Kane County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1924 1996 Unknown 5 6 56 17.07 174 53.04 40 12.19 https://historicbridges.org/illinois/bentonwest/little_p1170784_small.jpg https://historicbridges.org/illinois/bentonwest/little_p1170784.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bentonwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.756680,-88.318420
377 Bentonsport Bridge This is one of the oldest, largest, and most noteworthy of the surviving lower Des Moines River truss bridges. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.724230 -91.854290 CR-J40 (Old Alignment) Des Moines River Bentonsport and Vernon Van Buren County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 5 0 0 1882 1903 King Bridge Company of Cleveland, Ohio 8 8 146 44.5 730 222.5 0 0 https://historicbridges.org/iowa/bentonsport/little_dscf6026_small.jpg https://historicbridges.org/iowa/bentonsport/little_dscf6026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bentonsport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.724230,-91.854290
378 ! Bergeys Mill Road Bridge This skewed bridge is a rare surviving example of its local builder and has unusual built-up beam details. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.256640 -75.429880 Bergeys Mill Road East Branch Perkiomen Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1893 1985 John Denithorne and Sons of Phoenixville, Pennsylvania 8 7 94.2 28.71 196 59.74 15 4.57 https://historicbridges.org/pennsylvania/bergeymill/little_dscf0047_small.jpg https://historicbridges.org/pennsylvania/bergeymill/little_dscf0047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bergeymill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256640,-75.429880
379 Berkheimer Bridge Iowa Bridge Number 184870 A rare Pennsylvania truss with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. 42.739010 -94.253110 215th Street West Fork Des Moines River Rural Humboldt County, Iowa Iowa United States Metal Pennsylvania Pin-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 6 1899 2005 Clinton Bridge and Iron Works of Clinton, Iowa 8 8 170 51.82 253 77.11 15.1 4.6 https://historicbridges.org/iowa/215th/little_dscf6525_small.jpg https://historicbridges.org/iowa/215th/little_dscf6525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/215th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.739010,-94.253110
380 Berlin Fair Drive Bridge This bridge is in excellent condition and represents a 60 foot version of a significant structure type well. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Cook and Clark. The bridge was primarily designed by Michigan State Highway Department. 43.033370 -85.830410 Berlin Fair Drive Sand Creek Marne Ottawa County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1923 0 Cook and Clark Michigan State Highway Department 7 7 57.7 17.59 60 18.29 22 6.71 https://historicbridges.org/concrete/berlinfair/little_rpict043_small.jpg https://historicbridges.org/concrete/berlinfair/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/berlinfair/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.033370,-85.830410
383 Bessemer and Lake Erie Railroad Bridge An unusual and large example of continuous deck truss construction. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal continuous multiple-type-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.537550 -79.820870 Railroad (Bessemer and Lake Erie) Allegheny River Near Oakmont Allegheny County, Pennsylvania Pennsylvania United States Metal Baltimore Multiple-Type-Connected Deck Truss Fixed 14 Continuous 7 Metal Deck Girder Fixed 0 1 1918 0 American Bridge Company of New York, New York 7 7 520 158.5 2327 709.27 0 0 https://historicbridges.org/pennsylvania/bandlerr/bkg_swpenn0650_small.jpg https://historicbridges.org/pennsylvania/bandlerr/swpenn071004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bandlerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.537550,-79.820870
384 Beveridge Bridge San Saba Suspension Bridge Although altered, this bridge remains an important bridge built by company of whom little remains. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal wire cable suspension, fixed. The bridge was primarily built by Flinn-Moyer Company of Weatherford, Texas. 31.210780 -98.740780 China Creek Road (CR-200) San Saba River Rural San Saba County, Texas Texas United States Metal Wire Cable Suspension Fixed 0 1 0 2 1896 1938 Flinn-Moyer Company of Weatherford, Texas 7 8 140 42.67 190 57.91 16 4.88 https://historicbridges.org/texas/sansaba/little_pict9100_small.jpg https://historicbridges.org/texas/sansaba/little_pict9100.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sansaba/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.210780,-98.740780
385 Gugel Bridge Beyer Road Bridge The only pin-connected through truss in Michigan that features a pony truss approach, this bridge was restored! The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 43.329200 -83.776420 Beyer Road Cass River Rural (Near Frankenmuth) Saginaw County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 1904 2004 Joliet Bridge and Iron Company of Joliet, Illinois 7 8 142 43.28 205 62.48 16 4.88 https://historicbridges.org/truss/beyer/little_dscf3962_small.jpg https://historicbridges.org/truss/beyer/little_dscf3965.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/beyer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.329200,-83.776420
386 Bieneman Farm Bridge Bridge Street Bridge The oldest highway truss bridge in the state, this bridge has very unusual details. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 42.686900 -88.291000 Private Drive Honey Creek Burlington Racine County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1877 1922 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 9 9 106 32.31 106 32.31 17 5.18 https://historicbridges.org/wisconsin/bienemanfarm/little_1_small.jpg https://historicbridges.org/wisconsin/bienemanfarm/little_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bienemanfarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.686900,-88.291000
387 Big Beaver Road Railroad Overpass A well known Birmingham landmark, this railroad-over-road bridge is quite different from the highway-over-railroad bridges that deal with this same rail line in the area. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.560560 -83.209830 Railroad (Canadian National) Big Beaver Road Birmingham Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 1930 0 Unknown 2 5 0 0 0 0 0 0 https://historicbridges.org/concrete/beaver/eatonoakbkg_49_small.jpg https://historicbridges.org/concrete/beaver/eatonoak_227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/beaver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.560560,-83.209830
389 Big Creek Road Bridge Iowa Bridge Number 220880 This attractive structure appears to have been well maintained. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by J. E. Jayne and Son of Iowa City, Iowa. 41.956330 -91.526560 Big Creek Road Big Creek Bertram Linn County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 1 1893 1929 J. E. Jayne and Son of Iowa City, Iowa 7 7 100 30.48 118 35.97 15.4 4.69 https://historicbridges.org/iowa/bigcreek/little_dscf6003_small.jpg https://historicbridges.org/iowa/bigcreek/little_dscf6003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bigcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.956330,-91.526560
390 Big Bridge Lockport Main Street Bridge, Bridge E-233 This extremely unusual design of arch bridge was also the widest bridge in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Larkin and Sangster of Seneca Falls, New York. 43.169250 -78.695090 Main Street (NY-31), Saxton Street, Cottage Street, and Two Parking Lots Erie Canal (New York State Barge Canal) Lockport Niagara County, New York New York United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 1 0 0 1914 1992 Larkin and Sangster of Seneca Falls, New York 7 7 129 39.32 129 39.32 400 121.92 https://historicbridges.org/other/bigbridge/little_pict6626_small.jpg https://historicbridges.org/other/bigbridge/little_pict6626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/bigbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.169250,-78.695090
391 Big Eddy Bridge This bridge is noteworthy as a long bridge with different truss types and for its good historic integrity and stunning setting. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 51.004880 -118.217820 Big Eddy Road Columbia River Revelstoke Columbia-Shuswap District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 9 2 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 14 4 0 0 Unknown 8 8 215 65.53 1080 329.18 0 0 https://historicbridges.org/britishcolumbia/bigeddy/little_4955577547_dae8e7d36ebigeddybridge_o_small.jpg https://historicbridges.org/britishcolumbia/bigeddy/little_4955577547_dae8e7d36ebigeddybridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/bigeddy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.004880,-118.217820
392 Big Four Bridge This gargantuan monumental bridge is so massive that it dwarfs the multi-span through truss next to it. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Walsh Construction Company. 40.274130 -84.154290 Railroad (CSX) Great Miami River, Main Avenue, and Childrens Home Road (CR-41) Sidney Shelby County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1923 0 Walsh Construction Company 8 9 140 42.67 780 237.74 29 8.84 https://historicbridges.org/ohio/bigfour/little_pict0487_small.jpg https://historicbridges.org/ohio/bigfour/little_pict0487.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigfour/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.274130,-84.154290
394 Big Rocky Fork Iron Bridge Parke County Bridge 11 This bridge has very unusual details for a bridge constructed by the Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.674450 -87.086880 Martin Road (CR-26) Rocky Fork Creek Rural Parke County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 104 31.7 109 33.22 16 4.88 https://historicbridges.org/indiana/parke26/little_img_2305_small.jpg https://historicbridges.org/indiana/parke26/little_img_2305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parke26/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.674450,-87.086880
395 South Big Wheeling Creek Road Bridge This Whipple truss has been bypassed by a new bridge, but was thankfully allowed to stand next to its replacement. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.975880 -80.630470 Big Wheeling Creek Road (CR-5) Big Wheeling Creek Rural Marshall County, West Virginia West Virginia United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1882 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 202 61.57 206 62.79 17.7 5.39 https://historicbridges.org/wvirginia/southbigwheelingcreekroad/little_southbigwheelingcreekroad0428_small.jpg https://historicbridges.org/wvirginia/southbigwheelingcreekroad/little_southbigwheelingcreekroad0428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/southbigwheelingcreekroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.975880,-80.630470
399 Birmingham Bridge This extremely unusual bridge has decorative portal bracing and a very massive design for a bridge of its type and age. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. The bridge was primarily designed by J. A. Patterson. 40.649080 -78.199020 Irish Flats Lane (TR-512) Little Juniata River Birmingham Blair County, Pennsylvania and Huntingdon County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1898 2004 Penn Bridge Company of Beaver Falls, Pennsylvania J. A. Patterson 7 8 142 43.28 145 44.2 14.8 4.51 https://historicbridges.org/pennsylvania/birmingham/little_dscf2983_small.jpg https://historicbridges.org/pennsylvania/birmingham/little_dscf2983.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/birmingham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.649080,-78.199020
400 Bismark Highway Bridge A rare example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.697780 -85.001490 Bismark Highway Sebewa Creek Rural Eaton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1921 0 Unknown 4 6 27 8.23 30.8 9.39 16.4 5 https://historicbridges.org/michigan/bismark/little_bismarkhwysebewacr8_small.jpg https://historicbridges.org/michigan/bismark/little_bismarkhwysebewacr7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bismark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.697780,-85.001490
401 Chicago Drive Bridge BL-196 Bridge This very old arch bridge once carried a railway on it, accounting for its width. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hillding and Rabe. The bridge was primarily designed by Michigan State Highway Department. 42.935880 -85.687530 Chicago Drive (BL-196) Plaster Creek Wyoming Kent County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1916 0 Hillding and Rabe Michigan State Highway Department 5 6 60 18.29 60 18.29 42 12.8 https://historicbridges.org/other/bl196/1bkg_hbme_139_small.jpg https://historicbridges.org/other/bl196/1hbme_343.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/bl196/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.935880,-85.687530
402 ! Blackford Bridge Pucketts Hole Bridge Preservations were able to convince the DOT to halt plans to demolish this bridge next to its replacement on new alignment. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 36.964410 -82.010490 VA-652 Clinch River Rural Russell County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1889 1946 Groton Bridge Company of Groton, New York 7 9 113 34.44 225 68.58 11.2 3.41 https://historicbridges.org/virginia/blackford/bkg_dscn0154_small.jpg https://historicbridges.org/virginia/blackford/dscn0192.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/blackford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.964410,-82.010490
406 Black Bridge The future of this attractive designated heritage bridge is uncertain! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.450960 -80.298420 Black Bridge Road Speed River Cambridge Waterloo Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1916 1989 Unknown 7 6 0 0 114.8 34.99 0 0 https://historicbridges.org/ontario/blackbridge/little_p1550701_small.jpg https://historicbridges.org/ontario/blackbridge/little_p1550701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.450960,-80.298420
408 Blackburn Point Road Bridge An excellent and uncommon example of a swing truss bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal rivet-connected Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 27.179910 -82.494470 Blackburn Point Road (CR-789) Intracoastal Waterway Osprey Sarasota County, Florida Florida United States Metal Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Center Pier 0 1 0 0 1925 1995 Champion Bridge Company of Wilmington, Ohio 6 7 142 43.28 142 43.28 15.7 4.79 https://historicbridges.org/florida/blackburn/little_blackburnpointrd_6909_small.jpg https://historicbridges.org/florida/blackburn/little_blackburnpointrd_6909.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/blackburn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.179910,-82.494470
410 Black River Railroad Bridge Canadian National Railroad Bridge A 1929 plate girder rolling lift bascule that is still in light use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 42.984720 -82.442480 Railroad (Canadian National) Black River Port Huron St. Clair County, Michigan Michigan United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 3 1929 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 6 7 150 45.72 330 100.58 0 0 https://historicbridges.org/other/blackrrr/little_pict3749_small.jpg https://historicbridges.org/other/blackrrr/little_pict3749.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/blackrrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.984720,-82.442480
411 Black River Canal Railroad Bridge This non-historic bridge crossing a historic canal is included as an opportunity to discuss what actually makes a bridge historic. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.471450 -75.315800 Railroad (Mohawk, Adirondack, and Northern) Black River Canal Rural Oneida County, New York New York United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 0 0 0 0 0 0 0 0 https://historicbridges.org/newyork/canalgirder/little_manbrc2_small.jpg https://historicbridges.org/newyork/canalgirder/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/canalgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.471450,-75.315800
412 Black Rock Bridge This significant multi-span concrete arch bridge has been altered, but is still considered a noteworthy historic bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.159130 -75.512040 Black Rock Road (PA-113) Schuylkill River Rural Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1916 1991 Unknown 6 6 116 35.36 554 168.86 29 8.84 https://historicbridges.org/pennsylvania/rt113bridgeoverschuylkillriver/little_rt113schuylkillriver017_small.jpg https://historicbridges.org/pennsylvania/rt113bridgeoverschuylkillriver/little_rt113schuylkillriver017.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt113bridgeoverschuylkillriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.159130,-75.512040
413 Black Rock Railroad Bridge This attractive multiple span railroad arch bridge carries a railroad over the river. A noteworthy tunnel is on the railroad line next to the bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.148040 -75.519000 Railroad (Norfolk Southern) Schuylkill River Rural Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 0 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvilleblackrocktunnelbridgerr/little_blackrocktunnelbridge009_small.jpg https://historicbridges.org/pennsylvania/phoenixvilleblackrocktunnelbridgerr/little_blackrocktunnelbridge009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleblackrocktunnelbridgerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.148040,-75.519000
414 Blackford Road Bridge This unique bridge has vertical end posts giving it a distinctive appearance. The technical description of the main or most noteworthy span of the bridge is a 303 ft (92.35 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 39.052440 -121.319430 Blackford Road Bear River Camp Far West Wier Rural Yuba County, California California United States Metal Pennsylvania Pin-Connected Through Truss Fixed 22 1 0 0 1916 1966 Unknown 7 8 303 92.35 310 94.49 18 5.49 https://historicbridges.org/california/blackfordroadbridge/little_day3_blackfordroadbridge02379_small.jpg https://historicbridges.org/california/blackfordroadbridge/little_day3_blackfordroadbridge02379.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/blackfordroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.052440,-121.319430
415 Blacksville Bridge This is a skewed West Virginia state standard plan through truss bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 39.719980 -80.208090 WV-7 and WV-218 (Mason-Dixon Highway, CR-52-1) Dunkard Creek Blacksville Monongalia County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1933 0 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 5 6 150 45.72 157.2 47.91 24 7.32 https://historicbridges.org/wvirginia/blacksville/little_blacksville1705_small.jpg https://historicbridges.org/wvirginia/blacksville/little_blacksville1705.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/blacksville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.719980,-80.208090
416 Blacks Mill Road Bridge A small, late pin-connected pony truss with a distinctive railing design. The technical description of the main or most noteworthy span of the bridge is a 69.3 ft (21.12 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.569390 -77.391440 Blacks Mill Road Hunting Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1914 2002 York Bridge Company of York, Pennsylvania 5 5 69.3 21.12 70 21.34 12.8 3.9 https://historicbridges.org/maryland/blacksmill/little_pict3836_small.jpg https://historicbridges.org/maryland/blacksmill/little_pict3836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/blacksmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.569390,-77.391440
417 Blaine Hill S Bridge Bicentennial Bridge One of the most important historic bridges in Ohio, this is an impressive and noteworthy remnant of the National Road The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) stone Segmental deck arch, fixed. The bridge was primarily built by James Lloyd and Robert Wilson of Hagerstown, Maryland. 40.066860 -80.820800 Pasko Drive (Old Historic National Road Alignment) Wheeling Creek Blaine Belmont County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 3 0 0 1826 2004 James Lloyd and Robert Wilson of Hagerstown, Maryland 9 10 44 13.41 345 105.16 27 8.23 https://historicbridges.org/ohio/blainehill/little_dscf4127_small.jpg https://historicbridges.org/ohio/blainehill/little_dscf4127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blainehill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.066860,-80.820800
418 Blaine Hill Viaduct Arches of Memory A massive and striking high level concrete arch bridge provides a historic background for a nearby 1828 stone arch bridge The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Hecker-Moon Company of Cleveland, Ohio. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. 40.066710 -80.820310 US-40 (Historic National Road) Wheeling Creek Blaine Belmont County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 4 Concrete T-Beam Fixed 0 7 1933 1982 Hecker-Moon Company of Cleveland, Ohio D. H. Overman and Ohio State Highway Department 7 8 133 40.54 754 229.82 38 11.58 https://historicbridges.org/ohio/blaineviaduct/little_dscf4072_small.jpg https://historicbridges.org/ohio/blaineviaduct/little_dscf4072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blaineviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.066710,-80.820310
420 Blatchford Bridge This nice looking mid 20th Century pony truss carries traffic on a fairly busy road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 43.484190 -80.282080 CR-32 Speed River Rural Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1949 1992 Dominion Bridge Company of Montréal, Québec 6 6 0 0 106.3 32.4 26.6 8.11 https://historicbridges.org/ontario/wellingtoncounty32/little_wellingtoncounty321190_small.jpg https://historicbridges.org/ontario/wellingtoncounty32/little_wellingtoncounty321190.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtoncounty32/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.484190,-80.282080
422 Blenheim Road Arch Bridge This tiny concrete arch bridge is a long-abandoned bridge that carries a long-abandoned alignment of Blenheim Road. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.234240 -80.507800 Blenheim Road (Abandoned Alignment) Burgess Lake Outlet (Nith River Tributary) Rural Oxford County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/blenheimroadarch/little_blenheimroadarch0006_small.jpg https://historicbridges.org/ontario/blenheimroadarch/little_blenheimroadarch0006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blenheimroadarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.234240,-80.507800
423 Blissfield Railroad Bridge A beautiful railroad truss bridge helps people ignore ugly highway crossing next to the bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.834490 -83.866470 Railroad (Adrian and Blissfield) River Raisin Blissfield Lenawee County, Michigan Michigan United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 1907 0 American Bridge Company of New York, New York 5 6 150 45.72 150 45.72 18 5.49 https://historicbridges.org/truss/blissfield/little_blissfieldrailroad4-6-12_3256_small.jpg https://historicbridges.org/truss/blissfield/little_blissfieldrailroad4-6-12_3256.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/blissfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.834490,-83.866470
424 Blome Road Bridge This pin connected through truss is noteworthy for its slight skew, and being one of the only known remaining examples of its builder. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Queen City Bridge Company of Cincinnati, Ohio. The bridge was primarily designed by William H. Harrison. 39.217960 -84.345840 Blome Road Raiders Run Indian Hill Hamilton County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1888 1990 Queen City Bridge Company of Cincinnati, Ohio William H. Harrison 7 7 79 24.08 94 28.65 12.8 3.9 https://historicbridges.org/ohio/blome/little_pict1747_small.jpg https://historicbridges.org/ohio/blome/little_pict1747.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blome/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.217960,-84.345840
426 Bloomsbury Bridge This one-lane truss bridge was widened to two lanes and placed on top of a new steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 40.655380 -75.088890 Church Street (CR-579) Musconetcong River Bloomsbury Hunterdon County, New Jersey and Warren County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1892 1995 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 7 7 105 32 112 34.14 28 8.53 https://historicbridges.org/newjersey/bloomsbury/little_pict4641_small.jpg https://historicbridges.org/newjersey/bloomsbury/little_img_1491.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bloomsbury/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.655380,-75.088890
427 Bloor-Bayview Ramp Bridge This bridge is noted for its arched, riveted girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.680330 -79.365580 Don Valley Parkway Ramp To Bloor Street and -Bayview Avenue Don River Toronto Toronto City, Ontario Ontario Canada Metal Deck Girder Fixed 0 3 0 0 1960 1996 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/bayviewavedonvalleypkyconnector/little_bayviewavenuedonvalleyparkwayconnector1555_small.jpg https://historicbridges.org/ontario/bayviewavedonvalleypkyconnector/little_bayviewavenuedonvalleyparkwayconnector1555.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bayviewavedonvalleypkyconnector/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.680330,-79.365580
429 Bloor Street Railway Overpass This traditionally composed trio of steel girder grade separations was built by a prolific bridge company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 43.656850 -79.449870 Railroad (Canadian National and Go) and West Toronto Railpath Bloor Street Toronto Toronto City, Ontario Ontario Canada Metal Deck Girder Fixed 0 4 0 0 1925 0 Canadian Bridge Company of Walkerville, Ontario 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/bloorstreetgo/little_bloorstreetgobridge0496_small.jpg https://historicbridges.org/ontario/bloorstreetgo/little_bloorstreetgobridge0496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreetgo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.656850,-79.449870
430 Bloor Street Rosedale Valley Bridge Bloor Street Viaduct, Rosedale Section This is the smaller of two bridges constructed together for Bloor Street in this area. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal three-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Thomas Taylor. 43.672530 -79.369960 Bloor Street Rosedale Ravine, Rosedale Valley Road, Castle Frank Brook Toronto Toronto City, Ontario Ontario Canada Metal Braced Ribbed Three-Hinged Deck Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 1 1917 0 Dominion Bridge Company of Montréal, Québec Thomas Taylor 9 9 190 57.91 0 0 64.5 19.66 https://historicbridges.org/ontario/bloorstreetrosedalevalley/little_bloorstreetrosedalevalley1931_2_3_fused_small.jpg https://historicbridges.org/ontario/bloorstreetrosedalevalley/little_bloorstreetrosedalevalley1931_2_3_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreetrosedalevalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.672530,-79.369960
431 Blossomland Bridge A rare example of a Scherzer rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 42.112280 -86.478070 M-63 (Main Street) St. Joseph River St. Joseph Berrien County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 6 1948 2007 American Bridge Company of New York, New York Hazelet and Erdal of Chicago, Illinois 5 6 164 49.99 713 217.32 44 13.41 https://historicbridges.org/other/m63/bkg_07hbme063_small.jpg https://historicbridges.org/other/m63/07hbme140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/m63/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.112280,-86.478070
432 Blue Heron Railroad Bridge This is a cantilever deck truss bridge, and its design showcases the engineering clearly. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by Unknown. 36.670270 -84.548990 Railroad (Rail-Trail) Big South Fork Blue Heron (Rural) McCreary County, Kentucky Kentucky United States Metal Baltimore Rivet-Connected Deck Truss Fixed 0 Cantilever 3 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/kentucky/blueheron/DSC_0317_small.jpg https://historicbridges.org/kentucky/blueheron/DSC_0318.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/blueheron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.670270,-84.548990
433 Blue Island Junction Railroad Bridges This is a unique collection of five bridges of same age and similar design located next to a busy railroad junction. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.652180 -87.687420 Railroad (Various) Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/illinois/blueislandjunction/little_p1190133_small.jpg https://historicbridges.org/illinois/blueislandjunction/little_p1190133.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/blueislandjunction/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652180,-87.687420
435 Blue Sulphur Bridge A traditional Pratt truss but with uncommon sway bracing and connection nuts. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 38.420550 -82.240820 Blue Sulphur Road Mud Creek Blue Sulphur (Rural) Cabell County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 1 1888 0 Groton Bridge Company of Groton, New York 7 8 109 33.22 157 47.85 13 3.96 https://historicbridges.org/wvirginia/bluesulphur/07march0734_small.jpg https://historicbridges.org/wvirginia/bluesulphur/07march0084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/bluesulphur/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.420550,-82.240820
437 Bluff City Boulevard Bridge This is a small but noteworthy in this area as an old, unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.019310 -88.260640 Bluff City Boulevard Poplar Creek Elgin Cook County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1909 0 Unknown 4 6 34 10.36 40 12.19 30.8 9.39 https://historicbridges.org/illinois/bluff/little_img_0257_small.jpg https://historicbridges.org/illinois/bluff/little_img_0257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bluff/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.019310,-88.260640
438 Boardman's Bridge This beautiful and large span lenticular truss bridge has been bypassed. The technical description of the main or most noteworthy span of the bridge is a 188 ft (57.3 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.593250 -73.449890 Boardman Road Housatonic River New Milford Litchfield County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Through Truss Fixed 13 1 0 0 1888 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 188 57.3 188 57.3 0 0 https://historicbridges.org/connecticut/boardman/little_pict7982_small.jpg https://historicbridges.org/connecticut/boardman/little_pict7957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/boardman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.593250,-73.449890
439 Bobcaygeon Bridge Bridge Number 35 This very slightly bobtailed swing bridge still operates frequently for boats. The technical description of the main or most noteworthy span of the bridge is a 94.8 ft (28.9 m) metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by McGregor and McIntyre of Toronto, Ontario. 44.537880 -78.544830 Main Street (Bolton Street) Trent-Severn Waterway Bobcaygeon Kawartha Lakes City, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1921 2021 McGregor and McIntyre of Toronto, Ontario 7 7 94.8 28.9 94.8 28.9 15.2 4.63 https://historicbridges.org/ontario/bobcaygeon/little_bobcaygeon4352_small.jpg https://historicbridges.org/ontario/bobcaygeon/little_bobcaygeon4352.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bobcaygeon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.537880,-78.544830
440 Bollinger Road Bridge This is a well-preserved small-scale stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.116450 -75.823960 Bollinger Road Perkins Run Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/bollinger/little_bollinger004_small.jpg https://historicbridges.org/pennsylvania/bollinger/little_bollinger004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bollinger/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.116450,-75.823960
442 Bollman Truss Railroad Bridge This is the last Bollman truss remaining, and was the first iron bridge design built with frequency by the railroads. The technical description of the main or most noteworthy span of the bridge is a 79.5 ft (24.23 m) metal (cast iron) pin-connected Bollman through truss, fixed. The bridge was primarily built by Baltimore and Ohio Railroad Mount Clare Shops of Baltimore, Maryland. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. 39.134830 -76.825060 Railroad (Abandoned Baltimore and Ohio, Rail-Trail) Little Patuxent River Savage Howard County, Maryland Maryland United States Metal (Cast Iron) Bollman Pin-Connected Through Truss Fixed 6 2 0 0 1869 2000 Baltimore and Ohio Railroad Mount Clare Shops of Baltimore, Maryland Wendel Bollman of Baltimore, Maryland 10 10 79.5 24.23 159 48.46 25.5 7.77 https://historicbridges.org/maryland/bollman/bkg_DSC_270336_small.jpg https://historicbridges.org/maryland/bollman/DSC_2703.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bollman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.134830,-76.825060
443 Bond Cemetery Road Bridge Brown County Bridge 36, Hickory Hill Road Bridge This traditionally composed truss is severely deteriorated and needs to be preserved soon before it is too late. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. 39.182890 -86.303420 Bond Cemetery Road North Fork Salt Creek Rural Brown County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 1908 0 Pan American Bridge Company of New Castle, Indiana 6 7 87 26.52 123 37.49 12 3.66 https://historicbridges.org/indiana/bondcemeteryroad/little_bondcemeteryroad4850_small.jpg https://historicbridges.org/indiana/bondcemeteryroad/little_bondcemeteryroad4850.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bondcemeteryroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.182890,-86.303420
444 Bondsville Bridge This impressive stone arch bridge is noted for its unusual crenelated parapets. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 40.021680 -75.760970 Private Drive Beaver Creek Rural Chester County, Pennsylvania Pennsylvania United States This bridge is on private property. Stone Segmental Deck Arch Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/bondsvillerdprivate/little_bondsville2_small.jpg https://historicbridges.org/pennsylvania/bondsvillerdprivate/little_bondsville2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bondsvillerdprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021680,-75.760970
446 Book Bridge This bridge stands out as an old, unaltered bridge with a couple rare details. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. 40.972180 -80.151460 Book Road Muddy Creek Rural Butler County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Pony Truss Fixed 4 1 0 0 0 1925 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania 7 7 51.8 15.79 56 17.07 15.4 4.69 https://historicbridges.org/pennsylvania/book/little_dscf9491_small.jpg https://historicbridges.org/pennsylvania/book/little_dscf9491.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/book/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.972180,-80.151460
447 Boom Island Railroad Bridge Wisconsin Central Railroad Bridge This is an impressive pin-connected railroad bridge that can be enjoyed today by pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Butler - Ryan Company of St. Paul, Minnesota. The bridge was primarily designed by Charles Frederick Loweth. 44.990700 -93.265530 Railroad (Rail-Trail) Mississippi River (East Channel) Minneapolis Hennepin County, Minnesota Minnesota United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1901 0 Butler - Ryan Company of St. Paul, Minnesota Charles Frederick Loweth 7 7 0 0 175 53.34 19 5.79 https://historicbridges.org/minnesota/boomislandrailroad/little_boomislandrailroad4589_small.jpg https://historicbridges.org/minnesota/boomislandrailroad/little_boomislandrailroad4589.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/boomislandrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.990700,-93.265530
448 ! Bootjack Road Bridge A good and relatively early representative example of a concrete through girder in the county. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete through girder, fixed. The bridge was primarily built by John T. Brubaker. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. 40.129610 -75.956170 Bootjack Road Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 1 0 0 1914 0 John T. Brubaker Frank H. Shaw of Lancaster, Pennstlvania 6 5 48 14.63 50 15.24 20 6.1 https://historicbridges.org/pennsylvania/bootjack/little_dscf1106_small.jpg https://historicbridges.org/pennsylvania/bootjack/little_dscf1106.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bootjack/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.129610,-75.956170
449 Bordell Crossroads Bridge This small pony truss has had load-bearing stringers added, but continues to display its unusual design details. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.856280 -78.469910 Bordell Crossroads (TR-350) Cole Creek Rural McKean County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 7 48 14.63 60 18.29 12 3.66 https://historicbridges.org/pennsylvania/bordellcrossroadsbridge/little_p1420680_small.jpg https://historicbridges.org/pennsylvania/bordellcrossroadsbridge/little_p1420680.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bordellcrossroadsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.856280,-78.469910
450 Borden Road Bridge This small camelback bridge adds interest to an otherwise normal roadway. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) concrete 40 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.090630 -84.962210 Borden Road Prairie Creek Rural Ionia County, Michigan Michigan United States Concrete 40 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1927 0 Unknown Michigan State Highway Department 7 7 35.8 10.91 40 12.19 23 7.01 https://historicbridges.org/concrete/borden/bkg_07march558_small.jpg https://historicbridges.org/concrete/borden/07march1502.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/borden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.090630,-84.962210
453 Bostick Road Bridge Bill Blass Bridge, Turner Bridge, Allen County Bridge 268 This long and intricate bridge is a stunning historic artifact that was bypassed and restored in place for pedestrians! The technical description of the main or most noteworthy span of the bridge is a 169 ft (51.51 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.979220 -85.094730 Bostick Road St. Marys River Rural Allen County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1894 2010 Canton Bridge Company of Canton, Ohio 8 8 169 51.51 174 53.04 15.4 4.69 https://historicbridges.org/truss/bostick/little_bostickroad1722_small.jpg https://historicbridges.org/truss/bostick/little_bostickroad1722.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bostick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.979220,-85.094730
454 Boston Bridge This distinctive and unique bridge was built with aesthetics in mind. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.312880 -79.828290 Walnut Street (PA-48 - Orange Beltway) Youghiogheny River Versailles Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 18 Cantilever 3 Metal Deck Girder Fixed 0 5 1931 1989 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 8 7 420 128.02 1182 360.27 29.5 8.99 https://historicbridges.org/pennsylvania/boston/little_dscf6010_small.jpg https://historicbridges.org/pennsylvania/boston/little_dscf6010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/boston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.312880,-79.828290
455 Boundary Bridge 44 This bridge is an outstanding and increasingly rare surviving example of a riveted swing bridge on this heritage waterway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. 44.515970 -79.082040 Simcoe Street Talbot River (Trent-Severn Waterway) Rural Kawartha Lakes City, Ontario and Simcoe County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Center Pier 10 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/boundarybridge44/little_p1570354_small.jpg https://historicbridges.org/ontario/boundarybridge44/little_p1570354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/boundarybridge44/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.515970,-79.082040
456 Bowdoinham Bridge This bridge is a good representative example of a very late state-designed riveted truss bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 44.007150 -69.895380 ME-24 (River Road, Bay Road) Cathance River Bowdoinham Sagadahoc County, Maine Maine United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1953 0 Unknown 4 5 155.8 47.49 155.8 47.49 24.3 7.41 https://historicbridges.org/maine/bowdoinham/little_p1490924_small.jpg https://historicbridges.org/maine/bowdoinham/little_p1490924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/bowdoinham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.007150,-69.895380
458 Bower Bridge Camp Corbly Road Bridge This traditional truss bridge was rendered decorative by a structural arch. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.896944 -78.676944 Camp Corbly Road West Branch Susquehanna River Bower Clearfield County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 0 1988 Unknown 5 5 131 39.93 132 40.23 14.8 4.51 https://historicbridges.org/pennsylvania/bower/little_pict9232_small.jpg https://historicbridges.org/pennsylvania/bower/little_pict9232.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.896944,-78.676944
461 Boyd Bridge Decatur County Bridge 140 Relocated and preserved, this bridge is a good example of a riveted Camelback truss. The technical description of the main or most noteworthy span of the bridge is a 178.2 ft (54.32 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. The bridge was primarily designed by Central States Bridge Company of Indianapolis, Indiana. 39.332140 -85.517450 Pedestrian Walkway Greensburg City Park Lake Greensburg Decatur County, Indiana Indiana United States Metal Camelback Rivet-Connected Through Truss Fixed 10 1 0 0 1915 2006 Pan American Bridge Company of New Castle, Indiana Central States Bridge Company of Indianapolis, Indiana 7 7 178.2 54.32 180 54.86 15.7 4.79 https://historicbridges.org/indiana/boydbridge/little_boydbridge3369_small.jpg https://historicbridges.org/indiana/boydbridge/little_boydbridge3369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/boydbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.332140,-85.517450
462 Boyer Road Bridge This representative example bridge is noted for its 47 degree skew. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Pierson Contracting Company and Owen-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. 42.162480 -86.329790 Boyer Road I-94 Rural Berrien County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Pierson Contracting Company and Owen-Ames-Kimball Company Michigan State Highway Department 2 2 105 32 337 102.72 22 6.71 https://historicbridges.org/michigan/boyer/little_dscf4946_small.jpg https://historicbridges.org/michigan/boyer/little_dscf4946.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/boyer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.162480,-86.329790
463 Brady Bridge Yonai Road Bridge A complete example of an early 20th Century pony truss. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.985010 -78.914110 Yonai Road (TR-515) Stony Creek Rural Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1905 1991 Unknown 6 6 82 24.99 83 25.3 12.8 3.9 https://historicbridges.org/pennsylvania/yonai/bkg_swpenn1331_small.jpg https://historicbridges.org/pennsylvania/yonai/swpenn073169.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yonai/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.985010,-78.914110
464 Braidwood Road Bridge A complete example of a 1940s beam bridge. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. H. Baker and Sons of Port Huron, Michigan. 42.916080 -82.800450 Braidwood Road Belle River Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 2006 J. H. Baker and Sons of Port Huron, Michigan 2 4 57.7 17.59 61 18.59 24 7.32 https://historicbridges.org/beam/braidwood/07hbme563_small.jpg https://historicbridges.org/beam/braidwood/07hbme563.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/braidwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.916080,-82.800450
465 Brandywine Bridge This bridge is a relatively large stone arch and is extremely old. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) stone Segmental deck arch, fixed. The bridge was primarily built by Wilson. 39.946220 -75.778880 Strasburg Road West Branch Brandywine Creek Mortonville Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 4 0 0 1826 2009 Wilson 8 7 60 18.29 220 67.06 26 7.92 https://historicbridges.org/pennsylvania/chester95mortonville/little_mortonville15_small.jpg https://historicbridges.org/pennsylvania/chester95mortonville/little_mortonville15.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester95mortonville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.946220,-75.778880
466 Brandywine Bridge Cope's Bridge This ancient stone arch bridge is one of the two oldest bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by Anthony Taylor. The bridge was primarily designed by John Lewis. 39.958800 -75.655220 Strasburg Road (PA-162) East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1807 2010 Anthony Taylor John Lewis 9 9 66 20.12 152 46.33 21.7 6.61 https://historicbridges.org/pennsylvania/chester114copes/little_copes2_small.jpg https://historicbridges.org/pennsylvania/chester114copes/little_copes2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester114copes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.958800,-75.655220
467 Brandywine Creek Road Bridge This three span arch bridge connects to a newer 1937 steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.936400 -75.774810 Brandywine Creek Road Buck Run and Doe Run Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1915 0 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 6 6 24 7.32 68 20.73 17.7 5.39 https://historicbridges.org/pennsylvania/chester264/little_bridges033_small.jpg https://historicbridges.org/pennsylvania/chester264/little_bridges033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester264/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.936400,-75.774810
468 Brandywine Creek Footbridge This is an uncommon and attractive suspension bridge built to carry pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. 39.760350 -75.556720 Non-Motorized Path Brandywine Creek Wilmington New Castle County, Delaware Delaware United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1909 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/delaware/footbridge/little_dscf1948_small.jpg https://historicbridges.org/delaware/footbridge/little_dscf1948.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/footbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.760350,-75.556720
470 Brandywine Viaduct This is an enormous stone arch bridge built by the Baltimore and Ohio Railroad. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.760560 -75.556900 Railroad (CSX) Brandywine Creek Wilmington New Castle County, Delaware Delaware United States Stone Semicircular Deck Arch Fixed 0 7 0 0 1910 0 Unknown 7 8 100 30.48 764 232.87 0 0 https://historicbridges.org/delaware/brandywineviaduct/little_dscf1962_small.jpg https://historicbridges.org/delaware/brandywineviaduct/little_dscf1962.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/brandywineviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.760560,-75.556900
471 Brewers Bridge This is the only known example of a curved chord through girder bridge in Georgia. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete curved chord through girder, fixed. The bridge was primarily built by Mallory and Nash. 34.148660 -82.866980 Brewers Bridge Road (Cotton Belt Route) Beaverdam Creek Rural Elbert County, Georgia Georgia United States Concrete Curved Chord Through Girder Fixed 0 2 Concrete T-Beam Fixed 0 3 1924 0 Mallory and Nash 7 7 62 18.9 219.2 66.81 17.7 5.39 https://historicbridges.org/georgia/elberton/little_015_small.jpg https://historicbridges.org/georgia/elberton/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/elberton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.148660,-82.866980
475 Brantford Railway Girder Bridge A traditionally composed plate girder sitting on unusual caissons. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.134020 -80.267480 Railroad (Rail-Trail) Grand River Brantford Brant County, Ontario Ontario Canada Metal Through Girder Fixed 6 4 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/brantfordrailgirder/little_brantfordrailroadgirder0104_small.jpg https://historicbridges.org/ontario/brantfordrailgirder/little_brantfordrailroadgirder0104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordrailgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.134020,-80.267480
476 Brent Spence Bridge This impressive double deck cantilever truss bridge features an attractive design despite its relatively late construction date. The technical description of the main or most noteworthy span of the bridge is a 830.8 ft (253.23 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. 39.091020 -84.522610 I-75 and I-70 Ohio River Cincinnati and Covington Hamilton County, Ohio and Kenton County, Kentucky Ohio and Kentucky United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 3 0 0 1963 1985 American Bridge Company of New York, New York Modjeski and Masters 6 6 830.8 253.23 1736.4 529.25 91.8 27.98 https://historicbridges.org/ohio/brentspence/little_pict1624_small.jpg https://historicbridges.org/ohio/brentspence/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brentspence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.091020,-84.522610
477 Brick Hill Road Bridge Although altered, this bridge is an example of an unusual form of highway overpass used in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.412076 -79.627637 US-22 Brick Hill Road Rural Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1949 0 Unknown 1 1 28 8.53 32.2 9.81 0 0 https://historicbridges.org/pennsylvania/brickhill/little_p1470608_small.jpg https://historicbridges.org/pennsylvania/brickhill/little_p1470608.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brickhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.412076,-79.627637
479 Bridge Street Bridge Old McCaysville Bridge An excellent example of a riveted camelback truss bridge that has the traditional camelback truss shape. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 34.987720 -84.371240 Bridge Street (Old GA-5) Toccoa River (Ococee River) McCaysville Fannin County, Georgia Georgia United States Metal Camelback Rivet-Connected Through Truss Fixed 9 1 0 0 1911 1935 Unknown 6 7 150 45.72 180.8 55.11 17.7 5.39 https://historicbridges.org/georgia/mccaysville/little_dsc_4807_small.jpg https://historicbridges.org/georgia/mccaysville/little_dsc_4807.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/mccaysville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.987720,-84.371240
481 Bridge Street Bridge Elkhart County Bridge 387 An unusual concrete bridge with attractive details and good historic integrity is significant as a documented Public Works Administration bridge. The technical description of the main or most noteworthy span of the bridge is a 116.8 ft (35.6 m) concrete stringer (multi-beam), fixed. The bridge was primarily built by H. L. Maddocks Company. 41.677020 -85.990830 Bridge Street St. Joseph River Elkhart Elkhart County, Indiana Indiana United States Concrete Stringer (Multi-Beam) Fixed 0 3 0 0 1939 2009 H. L. Maddocks Company 6 7 116.8 35.6 274 83.52 39.4 12.01 https://historicbridges.org/concrete/elkhart/little_p1440013_4_5_tonemapped_small.jpg https://historicbridges.org/concrete/elkhart/little_p1440013_4_5_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/elkhart/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.677020,-85.990830
482 ! Bridge Street Bridge An impressive rural camelback truss retains historic integrity including original railings. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.332910 -80.643470 Bridge Street Nith River Wilmot Township Waterloo Region, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 0 1913 2011 Hamilton Bridge Company of Hamilton, Ontario 7 6 150 45.72 150 45.72 13.1 3.99 https://historicbridges.org/ontario/bridgest/little_pict7096_small.jpg https://historicbridges.org/ontario/bridgest/little_pict7096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bridgest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.332910,-80.643470
483 Bridge Street Bridge Bridgeport Bridge A graceful and impressive five-span rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 82.3 ft (25.09 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Storms Contracting Company of Toronto, Ontario. 43.481850 -80.481690 Bridge Street Grand River Kitchener Waterloo Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 5 0 0 1934 2009 Storms Contracting Company of Toronto, Ontario 8 8 82.3 25.09 413.4 126 35 10.67 https://historicbridges.org/concrete/kitchener/little_p1550669_small.jpg https://historicbridges.org/concrete/kitchener/little_p1550669.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/kitchener/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.481850,-80.481690
484 Bridge Street Bridge One of the larger multi-span examples of this bridge design in western New York. The technical description of the main or most noteworthy span of the bridge is a 244.8 ft (74.62 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.091940 -76.055560 Bridge Street Susquehanna River Vestal Broome County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 3 0 0 1935 1987 Unknown New York State Department of Public Works 6 6 244.8 74.62 744.8 227.02 30 9.14 https://historicbridges.org/newyork/vestalnorth/newyork1560_small.jpg https://historicbridges.org/newyork/vestalnorth/newyork1560.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vestalnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.091940,-76.055560
485 Bridge Street Bridge This small, and late example of a plate girder nevertheless fits nicely with the larger nearby Delaware River bridge. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.607920 -75.058740 NY-52 (CR-24, Bridge Street) Railroad (Norfolk Southern) Narrowsburg Sullivan County, New York New York United States Metal Through Girder Fixed 0 1 0 0 1948 0 Unknown 2 3 57.7 17.59 61.7 18.81 23.6 7.19 https://historicbridges.org/newyork/narrowsburgrr/little_dscf9104_small.jpg https://historicbridges.org/newyork/narrowsburgrr/little_dscf9104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/narrowsburgrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.607920,-75.058740
487 Bridge Z-6 Milwaukee Road Bloomingdale Line Railroad Bridge This bridge exhibits one of the most unusual swing bridge designs ever encountered. The technical description of the main or most noteworthy span of the bridge is a 175.2 ft (53.4 m) metal through girder, movable: swing, Arc Bearing Bobtail. The bridge was primarily built by American Bridge Works of Chicago, Illinois. The bridge was primarily designed by Onward Bates. 41.915680 -87.663470 Railroad (Canadian Pacific, Former Chicago, Milwaukee and St. Paul Railway) North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Through Girder Movable: Swing Arc Bearing Bobtail 0 1 Metal Girder Fixed 0 1 1899 0 American Bridge Works of Chicago, Illinois Onward Bates 9 9 175.2 53.4 245.2 74.74 0 0 https://historicbridges.org/illinois/z6/little_brg_1305_small.jpg https://historicbridges.org/illinois/z6/little_brg_1305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/z6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.915680,-87.663470
490 Bridgeport Road Bridge This wrought iron bridge with cast iron components and distinctive details of its builder is very important. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 40.977500 -78.546944 Bridgeport Road (TR-206) Anderson Creek Rural Clearfield County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 8 1 0 0 0 1930 Columbia Bridge Works of Dayton, Ohio 8 8 71 21.64 74.2 22.62 15 4.57 https://historicbridges.org/pennsylvania/bridgeport/little_img_2711_small.jpg https://historicbridges.org/pennsylvania/bridgeport/little_pict9001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgeport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.977500,-78.546944
493 Brighton Road Bridge This tiny stone arch bridge retains good historic integrity and is situated on a sharp curve in the road. The technical description of the main or most noteworthy span of the bridge is a 17 ft (5.18 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Charles M. Driver. The bridge was primarily designed by Allegheny County Department of Public Works. 40.505010 -80.078940 Brighton Road Spruce Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1896 0 Charles M. Driver Allegheny County Department of Public Works 5 4 17 5.18 17 5.18 0 0 https://historicbridges.org/pennsylvania/brighton/little_dscf4264_small.jpg https://historicbridges.org/pennsylvania/brighton/little_dscf4264.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brighton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.505010,-80.078940
495 Brilliant Cutoff Viaduct This is an impressive high level stone arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Columbia Contracting Company of Pittsburgh, Pennsylvania. 40.462220 -79.904860 Railroad (Penn Central) Silver Lake Drive Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 5 Metal Through Girder Fixed 0 1 1903 0 Columbia Contracting Company of Pittsburgh, Pennsylvania 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/prrbrilliantcutoffviaduct/little_p1240005_small.jpg https://historicbridges.org/pennsylvania/prrbrilliantcutoffviaduct/little_p1240005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrbrilliantcutoffviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462220,-79.904860
496 ! Brink Road Bridge A quaint little pony truss on a rural not only adds beauty to a pleasant country scene, but displays a transition from pinned to riveted connections.. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.827520 -85.241250 Brink Road Prairie River (Hog Creek Drain 40) Rural Branch County, Michigan Michigan United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1905 2000 Unknown 6 7 38.7 11.8 41 12.5 16 4.88 https://historicbridges.org/truss/brink/little_pict1007_small.jpg https://historicbridges.org/truss/brink/little_pict1007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/brink/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.827520,-85.241250
498 Broadmoor Avenue Railroad Overpass A mid-20th Century structure, this bridge is a late and typical example of its type. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Hertel-Deyo Company. The bridge was primarily designed by Michigan State Highway Department. 42.905830 -85.582210 Railroad (CSX) Broadmoor Avenue Kentwood Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1948 0 Hertel-Deyo Company Michigan State Highway Department 2 2 78.7 23.99 200 60.96 0 0 https://historicbridges.org/michigan/broadmoor/little_csxbroadmoor3_small.jpg https://historicbridges.org/michigan/broadmoor/little_csxbroadmoor3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/broadmoor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.905830,-85.582210
499 Broad Street Bridge This extremely rare bridge is one of only a few concrete truss bridges remaining in the entire country! The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete Howe pony truss, fixed. The bridge was primarily built by Alamo Construction Company of San Antonio. 30.752680 -99.231360 Broad Street Comanche Creek Mason Mason County, Texas Texas United States Concrete Howe Pony Truss Fixed 6 2 0 0 1918 0 Alamo Construction Company of San Antonio 9 10 51 15.54 102.2 31.15 17 5.18 https://historicbridges.org/texas/mason/little_pict9154_small.jpg https://historicbridges.org/texas/mason/little_pict9154.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mason/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.752680,-99.231360
501 Broadway Bridge St. Peter Bridge This bridge has a skew only at the pier, and unusual decorative top chord links make this bridge look like a continuous truss. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Minneapolis Bridge Company of Minneapolis, Minnesota. The bridge was primarily designed by Minnesota Highway Department. 44.324740 -93.953040 Broadway Avenue (MN-99) Minnesota River St. Peter Le Sueur County, Minnesota and Nicollet County, Minnesota Minnesota United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 10 2 0 0 1931 2017 Minneapolis Bridge Company of Minneapolis, Minnesota Minnesota Highway Department 7 8 196 59.74 402.3 122.62 30 9.14 https://historicbridges.org/minnesota/stpeter/little_stpeter2366_small.jpg https://historicbridges.org/minnesota/stpeter/little_stpeter2366.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stpeter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.324740,-93.953040
502 ! Broadway Bridge One of a pair of bridges that sit next to each other and offer a unique discussion in transportation heritage. The technical description of the main or most noteworthy span of the bridge is a 156 ft (47.55 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 38.202110 -84.882040 Broadway Street Kentucky River Frankfort Franklin County, Kentucky Kentucky United States Metal Baltimore Pin-Connected Through Truss Fixed 0 1 0 0 1910 0 Unknown 7 7 156 47.55 516 157.28 22 6.71 https://historicbridges.org/kentucky/frankfortbroadway/little_dsc_0051_small.jpg https://historicbridges.org/kentucky/frankfortbroadway/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/frankfortbroadway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.202110,-84.882040
503 Broadway Bridge This unusual railroad overpass crosses the road at a heavy skew overall but does this using right angles. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete slab, fixed. The bridge was primarily built by Unknown. 41.754570 -88.315290 Railroad (BNSF) Broadway (IL-25) and Clark Street Aurora Kane County, Illinois Illinois United States Concrete Slab Fixed 0 8 0 0 0 0 Unknown 3 3 120 36.58 332 101.19 0 0 https://historicbridges.org/illinois/broadwayrr/little_p1450112_small.jpg https://historicbridges.org/illinois/broadwayrr/little_p1450112.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/broadwayrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.754570,-88.315290
504 Broadway Avenue US-31 Bridge This noteworthy bridge is perhaps the most technologically significant curved t-beam overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.201020 -86.205020 Broadway Avenue US-31 Norton Shores Muskegon County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1959 0 Darin and Armstrong, Inc of Detroit, Michigan Michigan State Highway Department 4 5 58.7 17.89 189 57.61 48 14.63 https://historicbridges.org/michigan/31broadway/little_p1600557_small.jpg https://historicbridges.org/michigan/31broadway/little_p1600557.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/31broadway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.201020,-86.205020
505 Broadway Railroad Bridge Kentucky River Railroad Bridge One of a pair of bridges that sit next to each other and offer a unique discussion in transportation heritage. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.202040 -84.882120 Railroad (R. J. Corman / CSX) Kentucky River Frankfort Franklin County, Kentucky Kentucky United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 0 1 Metal Warren Rivet-Connected Through Truss Fixed 0 0 1929 0 American Bridge Company of New York, New York 6 7 0 0 0 0 0 0 https://historicbridges.org/kentucky/frankfortbroadwayrr/little_dsc_0050_small.jpg https://historicbridges.org/kentucky/frankfortbroadwayrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/frankfortbroadwayrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.202040,-84.882120
506 Broadway Street Bridge A good example of a 1950s bridge in Pennsylvania, this bridge was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.815430 -79.033240 Broadway Street (PA-2004) Casselman River Meyersdale Somerset County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1951 2006 Unknown 3 5 71 21.64 147 44.81 26 7.92 https://historicbridges.org/pennsylvania/broadwaymeyersdale/main_small.jpg https://historicbridges.org/pennsylvania/broadwaymeyersdale/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadwaymeyersdale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.815430,-79.033240
507 Broadway Street Bridge This is an old concrete arch bridge that has been altered by the replacement of its railings. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.604450 -84.782490 Broadway Street Chippewa River Mt. Pleasant Isabella County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 1988 Unknown 5 7 88 26.82 94 28.65 35 10.67 https://historicbridges.org/michigan/mtpleasantbroad/little_mtpleasantbroadstreetbridge_0092_small.jpg https://historicbridges.org/michigan/mtpleasantbroad/little_zimg_20211113_100802.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasantbroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.604450,-84.782490
509 Brockport Main Street Bridge Bridge E-182 One of two attractive and historic Erie Canal lift bridges in Brockport. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. 43.216660 -77.938050 Main Street (NY-19) Erie Canal (New York State Barge Canal) Brockport Monroe County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1915 1992 McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio 8 7 130 39.62 155.8 47.49 23.6 7.19 https://historicbridges.org/newyork/brockportmain/little_p1420457_small.jpg https://historicbridges.org/newyork/brockportmain/little_p1420457.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brockportmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.216660,-77.938050
511 Brokenstraw Creek Bridge This little pony truss is hidden a short distance off of a rural road. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is posted as private property. 41.858560 -79.511250 Private Trail Brokenstraw Creek Rural Warren County, Pennsylvania Pennsylvania United States This bridge is posted as private property. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 43 13.11 53 16.15 6.5 1.98 https://historicbridges.org/pennsylvania/hyersroad/little_hyersroadprivate1216_small.jpg https://historicbridges.org/pennsylvania/hyersroad/little_hyersroadprivate1216.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hyersroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.858560,-79.511250
512 Bronson Bridge Hilton Bridge, County Bridge Number 8 This bridge was built by a company with an apparant affinity for an unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 41.762210 -76.699260 Bronson Road (TR-328) Sugar Creek Rural Bradford County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 5 1 0 0 1907 1966 Owego Bridge Company of Owego, New York 7 8 86 26.21 88 26.82 13 3.96 https://historicbridges.org/pennsylvania/bronson/3_small.jpg https://historicbridges.org/pennsylvania/bronson/newyork0717.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bronson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.762210,-76.699260
513 Brook Line Bridge A nice example of a rural steel stringer beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 31.2 ft (9.51 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.461820 -82.256900 Brook Line Big Creek Rural Chatham-Kent Region, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1955 0 Unknown 2 2 31.2 9.51 32.8 10 22.6 6.89 https://historicbridges.org/ontario/brookline/little_pict3214_small.jpg https://historicbridges.org/ontario/brookline/little_pict3214.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brookline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.461820,-82.256900
515 Brooklyn Road Bridge This narrow bridge is an early example of a polygonal Warren truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.606380 -68.872340 Brooklyn Road Mash Stream Frankfort Waldo County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1908 0 American Bridge Company of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/maine/frankfort/little_p1520969_small.jpg https://historicbridges.org/maine/frankfort/little_p1520969.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/frankfort/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.606380,-68.872340
516 Brookport Bridge Irvin S. Cobb Bridge Among historic bridges, this bridge has one of the longest simple truss spans ever constructed! The technical description of the main or most noteworthy span of the bridge is a 716 ft (218.24 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. 37.114640 -88.629150 US-45 (Paducah-Brookport Road) Ohio River Brookport and Paducah Massac County, Illinois and McCracken County, Kentucky Illinois and Kentucky United States Metal Modified Polygonal Warren Rivet-Connected Through Truss Fixed 24 9 Metal Warren Rivet-Connected Pony Truss Fixed 12 19 1929 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Harrington, Howard, and Ash of Kansas City, Missouri 9 9 716 218.24 5387 1641.96 19.7 6 https://historicbridges.org/illinois/brookport/little_brookport4242_small.jpg https://historicbridges.org/illinois/brookport/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/brookport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.114640,-88.629150
517 Brookville Viaduct This impressive bridge has a curve to it and has a variety of interesting span types. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.149130 -79.075640 Railroad (Pittsburg and Shawmut) Sandy Lick Creek and Railroad (Pennsylvania Railroad) Rural Jefferson County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 5 0 1906 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/brookvilleviaduct/little_20090322psrtrestleinbrookville2_small.jpg https://historicbridges.org/pennsylvania/brookvilleviaduct/little_20090322psrtrestleinbrookville2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brookvilleviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.149130,-79.075640
519 Brower Road Duggins Run Bridge TR-333 Duggins Run Bridge A small beam bridge that features riveted railings and stone abutments. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.699770 -84.627210 Brower Road (TR-333) Duggins Run Rural Preble County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 26 7.92 30.8 9.39 17.4 5.3 https://historicbridges.org/ohio/browerbeam/little_pict2384_small.jpg https://historicbridges.org/ohio/browerbeam/little_pict2384.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/browerbeam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699770,-84.627210
520 Brower Road Bridge TR-333 Bridge A simply ornamented truss bridge still conveys a sense of beauty and history in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. 39.699570 -84.624110 Brower Road (TR-333) 7 Mile Creek Rural Preble County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1931 0 Brookville Bridge Company of Brookville, Ohio 5 6 119 36.27 131 39.93 15.7 4.79 https://historicbridges.org/ohio/brower/little_pict2359_small.jpg https://historicbridges.org/ohio/brower/little_pict2359.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699570,-84.624110
521 Browers Bridge A local private farm paid PennDOT out of pocket to get this bridge preserved. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.147510 -75.768540 Mansion Road (PA-4039) South Branch French Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1904 1986 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 6 25 7.62 27 8.23 15 4.57 https://historicbridges.org/pennsylvania/chester200browers/little_browers5_small.jpg https://historicbridges.org/pennsylvania/chester200browers/little_browers5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester200browers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.147510,-75.768540
524 Brownsville Road Bridge This is a very tiny concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.330720 -79.987310 Brownsville Road Lick Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/brownsvilleroadlickrun/little_brownsvilleroadlickrun2177_small.jpg https://historicbridges.org/pennsylvania/brownsvilleroadlickrun/little_brownsvilleroadlickrun2177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsvilleroadlickrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.330720,-79.987310
525 Broyles Road Bridge Old US-36 Bridge The oldest Whipple truss in Indiana and one of the oldest surviving examples of a bridge built by this unusual bridge company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 39.760160 -86.416900 Broyles Road (Converted To Pedestrian Trail) White Lick Creek Avon Hendricks County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1875 0 Columbia Bridge Works of Dayton, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/indiana/avonbridge/little_avonbridge5368_small.jpg https://historicbridges.org/indiana/avonbridge/little_avonbridge5368.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/avonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.760160,-86.416900
526 Bruce Highway Bridge This secluded, pony truss is of decent length and is a very nice looking bridge. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.805410 -83.965490 Bruce Highway Black Creek Rural Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1910 0 Unknown 6 7 63 19.2 63 19.2 13 3.96 https://historicbridges.org/truss/bruce/little_pict7761_small.jpg https://historicbridges.org/truss/bruce/little_pict7761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bruce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.805410,-83.965490
529 Brule River Railroad Bridge A good example of a Chicago and North Western Railroad Bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.956270 -88.325520 Railroad (Rail-Trail) Brule River Rural Iron County, Michigan and Florence County, Wisconsin Michigan and Wisconsin United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 1911 0 Unknown 7 7 130 39.62 210 64.01 0 0 https://historicbridges.org/wisconsin/bruleriverrrbridge/little_bruleriverrrbridge_3125_6_7_tonemapped_small.jpg https://historicbridges.org/wisconsin/bruleriverrrbridge/little_bruleriverrrbridge_3125_6_7_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bruleriverrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.956270,-88.325520
530 Brush Creek Branch Railroad Bridge A tiny stone arch bridge buried in the trees. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.333100 -79.665040 Railroad (Conrail) Brush Creek Branch Manor Westmoreland County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 2 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/brushcreekrr/little_p1470667_small.jpg https://historicbridges.org/pennsylvania/brushcreekrr/little_p1470667.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brushcreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.333100,-79.665040
531 Brush Creek Road Bridge This concrete arch bridge has attractive concrete balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Trimpey and Whipkey. 40.331110 -79.665920 Brush Creek Road (PA-4012) Brush Creek Manor Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 0 Trimpey and Whipkey 5 5 45 13.72 46 14.02 14 4.27 https://historicbridges.org/pennsylvania/brushcreekroad/little_p1470732_small.jpg https://historicbridges.org/pennsylvania/brushcreekroad/little_p1470732.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brushcreekroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.331110,-79.665920
532 Brush Hill Road Overpass An intact example of a mid 20th Century Pennsylvania Turnpike overpass. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.327340 -79.685580 Pennsylvania Turnpike (I-76) Brush Hill Road Westmoreland Westmoreland County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1952 0 Unknown 2 2 40 12.19 44 13.41 68.2 20.79 https://historicbridges.org/pennsylvania/brushhillroad/little_p1470768_small.jpg https://historicbridges.org/pennsylvania/brushhillroad/little_p1470768.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brushhillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.327340,-79.685580
534 Bryce Road Bridge This relatively old steel stringer bridge is skewed and features good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.019570 -82.644500 Bryce Road Pine River Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1923 0 Unknown 3 3 38.7 11.8 82 24.99 22 6.71 https://historicbridges.org/michigan/bryce/bkg_07photos154_small.jpg https://historicbridges.org/michigan/bryce/07photos430.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bryce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.019570,-82.644500
535 Buchanan Road Bridge A representative example of 1950s small scale concrete bridge construction. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.248150 -84.550210 Buchanan Road Drain Number 294 Rural Gratiot County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1952 0 Unknown Michigan State Highway Department 1 2 29 8.84 30 9.14 23 7.01 https://historicbridges.org/michigan/buchanan/little_img_3705_small.jpg https://historicbridges.org/michigan/buchanan/little_img_3705.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/buchanan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248150,-84.550210
536 Bucholtz Highway Private Bridge A beautiful private farm bridge associated with contracting agents Smith - Wynkoop and McGormley, this pony truss sits rotting away and unused. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents. 41.917830 -83.780740 Private Field Crossing Little River Raisin South Branch Rural Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents 6 7 0 0 0 0 0 0 https://historicbridges.org/truss/bucholtz/lenawee052_small.jpg https://historicbridges.org/truss/bucholtz/lenawee055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bucholtz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.917830,-83.780740
537 ! Fair River Road Bridge Iowa Bridge Number 178910 This bridge is a rare Iowa example of the uncommon double-intersection Warren truss and a rare, early bolted truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal bolt-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 41.435190 -94.994620 Fair River Road East Nishnabotna River Near Atlantic Cass County, Iowa Iowa United States Metal Double-Intersection Warren Bolt-Connected Through Truss Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 8 150 45.72 200 60.96 15.7 4.79 https://historicbridges.org/iowa/buckcreek/main_small.jpg https://historicbridges.org/iowa/buckcreek/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/buckcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.435190,-94.994620
538 Buckingham Road Bridge This traditional pony truss with fair historic integrity has Armco guardrails improperly mounted on it. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.023060 -82.717780 Buckingham Road (TR-181) Marsh Run Rural Huron County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1922 1991 Unknown 5 5 54 16.46 60 18.29 17 5.18 https://historicbridges.org/ohio/buckingham/little_img_8920_small.jpg https://historicbridges.org/ohio/buckingham/little_img_8922.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/buckingham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.023060,-82.717780
539 Buckwalter Farm Lane Bridge This three span bridge carries an abandoned railroad line over a dead end road. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.110130 -75.536110 Railroad (Abandoned Pennsylvania Railroad) Buckwalter Farm Lane (Sycamore Lane)) Rural Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/buckwalterrdprrfrazerbranch/little_buckwalterroad008_small.jpg https://historicbridges.org/pennsylvania/buckwalterrdprrfrazerbranch/little_buckwalterroad008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buckwalterrdprrfrazerbranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.110130,-75.536110
541 Buffalo Run Road Bridge A small, early example of a truss bridge with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.059070 -81.622170 Buffalo Run Road (CR-25/8) Pond Creek Rural Wood County, West Virginia West Virginia United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1905 1984 Unknown 5 5 37 11.28 38 11.58 12.5 3.81 https://historicbridges.org/wvirginia/buffalorun/07march0942_small.jpg https://historicbridges.org/wvirginia/buffalorun/07march0944.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/buffalorun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.059070,-81.622170
542 Bullfrog Road Bridge This bridge is an impressive example of its type, and the only one in the county. The technical description of the main or most noteworthy span of the bridge is a 179 ft (54.56 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.695610 -77.240150 Bullfrog Road Monocacy River Rural Frederick County, Maryland Maryland United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1908 1995 York Bridge Company of York, Pennsylvania 7 8 179 54.56 183 55.78 13 3.96 https://historicbridges.org/maryland/bullfrog/little_pict4049_small.jpg https://historicbridges.org/maryland/bullfrog/little_pict4048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bullfrog/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.695610,-77.240150
544 Burkhardt Drive Bridge Boulder Bridge This bridge appears to be a rare spandrel braced three-hinged arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. 41.863220 -87.698270 Burkhardt Drive Douglass Park Lake Chicago Cook County, Illinois Illinois United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 1 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/illinois/burkhardt/little_dscf3003_small.jpg https://historicbridges.org/illinois/burkhardt/little_p1250042_3_4_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/burkhardt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.863220,-87.698270
545 Burkittsville Road Bridge Green Bridge Skewed, this bridge is also a good example of a standard plan truss in Maryland. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Roanoke Iron and Bridge Works of Roanoke, Virginia. 39.428190 -77.556040 Burkittsville Road Catoctin Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1934 0 Roanoke Iron and Bridge Works of Roanoke, Virginia 5 5 140 42.67 146 44.5 30 9.14 https://historicbridges.org/maryland/burkittsville/little_pict3639_small.jpg https://historicbridges.org/maryland/burkittsville/little_pict3639.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/burkittsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.428190,-77.556040
546 Burlington Canal Lift Bridge Although a late example of its type, this landmark bridge has a very long lift span. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by C. C. Parker and Associates of Hamilton, Ontario. 43.299100 -79.795420 Beach Boulevard (Eastport Drive) Burlington Canal Burlington and Hamilton Halton Region, Ontario and Hamilton City, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 12 1 0 0 1962 1982 Hamilton Bridge Company of Hamilton, Ontario C. C. Parker and Associates of Hamilton, Ontario 6 7 380 115.82 0 0 65 19.81 https://historicbridges.org/ontario/burlingtoncanalliftbridge/little_day1burlingtonlift11928_small.jpg https://historicbridges.org/ontario/burlingtoncanalliftbridge/little_day1burlingtonlift11928.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/burlingtoncanalliftbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.299100,-79.795420
548 Burns Road Culvert The railings on this culvert look like they came from a light-weight truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.934610 -82.611710 Burns Road Local Drain Rural St. Clair County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/other/burns/PICT0180_small.jpg https://historicbridges.org/other/burns/PICT0180.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/burns/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.934610,-82.611710
549 Burnt Mill Road Bridge This bridge demonstrates a transitition from pinned to riveted connections. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.647580 -78.128520 Burnt Mill Road (CR-113) Sleepy Creek Rural Morgan County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Concrete Stringer (Multi-Beam) Fixed 0 Continuous 6 1911 0 Unknown 6 7 112 34.14 262.2 79.92 11.5 3.51 https://historicbridges.org/wvirginia/burntmill/little_p1210289_small.jpg https://historicbridges.org/wvirginia/burntmill/little_p1210289.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/burntmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.647580,-78.128520
550 Burnt Mill Road Bridge This is an extremely early surviving example of this regionally prolific and noteworthy bridge builder, and it has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. 40.104490 -77.560630 Burnt Mill Road Conodoguinet Creek Rural Franklin County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1885 0 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania 7 8 105 32 109 33.22 15.4 4.69 https://historicbridges.org/pennsylvania/burntmill/little_img_4615_small.jpg https://historicbridges.org/pennsylvania/burntmill/little_img_4615.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/burntmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.104490,-77.560630
551 Burr Street Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Daniel Deering Construction Company of Norwalk, Connecticut. 41.194420 -73.286110 Burr Street Merritt Parkway (CT-15) Murray Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Daniel Deering Construction Company of Norwalk, Connecticut 6 6 72 21.95 82 24.99 30 9.14 https://historicbridges.org/connecticut/burr/little_img_2339_small.jpg https://historicbridges.org/connecticut/burr/little_img_2339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/burr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.194420,-73.286110
554 Burson Road Bridge Abandoned and buried in the woods, this is a very old surviving Pratt pony truss. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.633480 -82.942490 Burson Road (TR-62) Flat Run Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1883 0 Massillon Bridge Company of Massillon, Ohio 6 6 59 17.98 61 18.59 12.5 3.81 https://historicbridges.org/ohio/burson5930839/little_burson5930839_1837_small.jpg https://historicbridges.org/ohio/burson5930839/little_burson5930839_1837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/burson5930839/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.633480,-82.942490
555 Burt Road Bridge This is Hillsdale County's last historic concrete arch bridge, serving a road that was once a trunkline, as unassuming as the road may seem today. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Beighton and Spaulding of Pioneer, Ohio. The bridge was primarily designed by Michigan State Highway Department. 41.769700 -84.573340 Burt Road Silver Creek Rural Hillsdale County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1918 2005 Beighton and Spaulding of Pioneer, Ohio Michigan State Highway Department 5 8 30.8 9.39 35.8 10.91 20 6.1 https://historicbridges.org/michigan/burt/PICT7950_small.jpg https://historicbridges.org/michigan/burt/hbmebridges1239.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769700,-84.573340
556 Burton's Ferry Bridge This impressive truss bridge with a swing span has been abandoned with the swing span in the open position. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 32.937430 -81.502750 US-301 (Abandoned Alignement) Savannah River Rural Screven County, Georgia and Allendale County, South Carolina Georgia and South Carolina United States Metal Parker Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Parker Rivet-Connected Through Truss Fixed 7 0 1938 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/georgia/us301oversavannahriver_ga/little_330_small.jpg https://historicbridges.org/georgia/us301oversavannahriver_ga/little_330.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/us301oversavannahriver_ga/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.937430,-81.502750
557 L Burton Street US-131 Bridge This bridge retains good historic integrity and is part of a noteworthy and complex interchange system. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.927850 -85.681740 Burton Street US-131 Grand Rapids Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1960 0 Unknown Michigan State Highway Department 3 4 64 19.51 118.8 36.21 44 13.41 https://historicbridges.org/michigan/burton131/little_burton_overpass_146_small.jpg https://historicbridges.org/michigan/burton131/little_burton_overpass_146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burton131/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927850,-85.681740
558 L Burton Street Railroad Overpass This largely unaltered bridge has some interesting details and is also part of a noteworthy and complex interchange system. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.927810 -85.680750 Burton Street Railroad (Conrail, Norfolk Southern) Grand Rapids Kent County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 2 0 0 1958 0 Darin and Armstrong, Inc of Detroit, Michigan Michigan State Highway Department 3 4 120 36.58 215 65.53 44 13.41 https://historicbridges.org/michigan/burtonrr/little_burton_overpass_105_small.jpg https://historicbridges.org/michigan/burtonrr/little_burton_overpass_105.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burtonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927810,-85.680750
560 Busway Ramp Bridge Saw Mill Run Boulevard Bridge This deck plate girder has an extreme skew and was built with Depression era relief funds. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.412050 -80.010990 Busway Ramp (Saw Mill Run Boulevard) Liberty Avenue (US-19) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 0 0 1939 0 Unknown 4 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/buswaybridge/little_buswaybridge2153_small.jpg https://historicbridges.org/pennsylvania/buswaybridge/little_buswaybridge2153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buswaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.412050,-80.010990
561 Buttermore Boulevard Bridge This is a small but nicely proportioned concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. 40.037000 -79.578060 Buttermore Boulevard Whites Run Connellsville Fayette County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1918 0 Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania 6 6 36 10.97 39 11.89 22.6 6.89 https://historicbridges.org/pennsylvania/buttermore/little_buttermore2070_small.jpg https://historicbridges.org/pennsylvania/buttermore/little_buttermore2070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buttermore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.037000,-79.578060
562 Byram Road Bridge Do not be tricked by this modern bridge trying to look like an old 1892 bridge! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) non-historic, fixed. The bridge was primarily built by Unknown. 41.006250 -73.652420 Byram Road Railroad (Metro North) East Port Chester Fairfield County, Connecticut Connecticut United States Non-Historic Fixed 0 1 0 0 1994 0 Unknown 0 0 70 21.34 74.2 22.62 17.4 5.3 https://historicbridges.org/connecticut/byram/little_img_2131_small.jpg https://historicbridges.org/connecticut/byram/little_img_2131.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/byram/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.006250,-73.652420
563 Byron Railroad Bridge An excellent and locally uncommon example of a railroad deck truss. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio. 42.829620 -83.954470 Railroad (MDOT Owned) Shiawassee River Byron Shiawassee County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 0 0 0 0 Toledo-Massillon Bridge Company of Toledo, Ohio 5 7 104 31.7 104 31.7 11 3.35 https://historicbridges.org/michigan/byron/little_dscf0197_small.jpg https://historicbridges.org/michigan/byron/little_dscf0197.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/byron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.829620,-83.954470
564 CA-4 Middle River Bridge This swing bridge is nicely contrasted with its pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 37.890930 -121.489160 CA-4 Middle River Rural San Joaquin County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 3 1915 1975 American Bridge Company of New York, New York 6 7 130 39.62 547 166.73 19.7 6 https://historicbridges.org/california/ca4middleriverbridge/little_day2_ca4middleriverbridge01113_small.jpg https://historicbridges.org/california/ca4middleriverbridge/little_day2_ca4middleriverbridge01113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca4middleriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.890930,-121.489160
565 CA-4 Old River Bridge This is one of several attractive historic swing bridges along this stretch of CA-4 leading to Stockton. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 37.890760 -121.569880 CA-4 (California Delta Highway, Marengo Road) Old River Rural Contra Costa County, California and San Joaquin County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 6 2 1915 1978 American Bridge Company of New York, New York 6 6 132 40.23 528 160.93 19.4 5.91 https://historicbridges.org/california/ca4oldriver/little_day2_ca4oldriver01117_small.jpg https://historicbridges.org/california/ca4oldriver/little_day2_ca4oldriver01213b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca4oldriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.890760,-121.569880
566 CA-4 San Joaquin River Bridge This swing bridge has latticed end posts and a concrete approach span. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by E. H. Riley. 37.928680 -121.327790 CA-4 San Joaquin River Stockton San Joaquin County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Concrete T-Beam Fixed 0 1 1933 0 E. H. Riley 6 7 129 39.32 302 92.05 24 7.32 https://historicbridges.org/california/ca4sanjoaquinriver/little_day2_ca4sanjoaquinriver01298_small.jpg https://historicbridges.org/california/ca4sanjoaquinriver/little_day2_ca4sanjoaquinriver01298.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca4sanjoaquinriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.928680,-121.327790
567 Chicago and North Western Railroad Powder Mill Creek Bridge An attractive stone arch bridge sits off the beaten path, rewarding all who seek it. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 46.475420 -90.070190 Railroad (Abandoned Chicago and North Western) Powder Mill Creek Near Bessemer Gogebic County, Michigan Michigan United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/michigan/powdermill/IMG_0342_small.jpg https://historicbridges.org/michigan/powdermill/IMG_0342.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/powdermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.475420,-90.070190
568 Chicago and North Western Railroad Bridge An impressive truss railroad overpass, which has been bypassed by a modern bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 43.026960 -88.045190 Railroad (Union Pacific) Railroad (Rail-Trail, Hank Aaron State Trail) (Former Union Pacific) Milwaukee Milwaukee County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 1 0 0 1910 0 Pennsylvania Steel Company of Steelton, Pennsylvania 8 7 175 53.34 175 53.34 0 0 https://historicbridges.org/wisconsin/cnwoverpass/little_109_small.jpg https://historicbridges.org/wisconsin/cnwoverpass/little_109.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/cnwoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.026960,-88.045190
569 Chesapeake and Ohio Railroad Bridge This is a gargantuan bridge and is composed of extremely massive members. The technical description of the main or most noteworthy span of the bridge is a 675 ft (205.74 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.091070 -84.519560 Railroad (CSX, Former Chesapeake and Ohio) Ohio River Cincinnati and Covington Hamilton County, Ohio and Kenton County, Kentucky Ohio and Kentucky United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 20 Continuous 3 Metal Deck Girder Fixed 0 0 1929 1974 American Bridge Company of New York, New York John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 8 8 675 205.74 0 0 0 0 https://historicbridges.org/ohio/corail/little_pict1621_small.jpg https://historicbridges.org/ohio/corail/little_pict1621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/corail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.091070,-84.519560
570 Cabot Street Bridge This three span arch bridge includes attractive railings. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 42.196920 -72.603140 Cabot Street (MA-116 and MA-141) 3rd Level Canal Holyoke Hampden County, Massachusetts Massachusetts United States Stone Segmental Deck Arch Fixed 0 3 0 0 1894 0 Unknown 6 6 30.8 9.39 106 32.31 40 12.19 https://historicbridges.org/massachusetts/cabot/little_pict8057_small.jpg https://historicbridges.org/massachusetts/cabot/little_pict8057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/cabot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.196920,-72.603140
572 Caldwell Road Bridge With its builder-associated uniqu details, this is one of around a handful of surviving examples of bridges built by this company in the country. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. 40.746220 -83.090460 Caldwell Road (TR-33) Sandusky River Rural Crawford County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1890 0 Variety Iron Works of Cleveland, Ohio 8 8 113 34.44 114.2 34.81 15.7 4.79 https://historicbridges.org/ohio/caldwell/little_img_6877_small.jpg https://historicbridges.org/ohio/caldwell/little_caldwellroadbridge0103_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caldwell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.746220,-83.090460
574 Caledonia Bridge Espyville Bridge, Bowstring Bridge A rare, and early example of a Wrought Iron Bridge Company bowstring, this bridge is long abandoned. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.642430 -82.965430 Caledonia Northern Road (CR-194) Olentangy River Caledonia Marion County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 1873 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 104 31.7 0 0 https://historicbridges.org/ohio/caledonia/little_caledoniabowstring_308_small.jpg https://historicbridges.org/ohio/caledonia/little_caledoniabowstring_308.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caledonia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.642430,-82.965430
575 Caledonia CSX Railroad Bridge This bridge is one of two railroad truss bridges sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.637760 -82.966670 Railroad (CSX) Whetstone Creek Caledonia Marion County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/caledoniarr2/little_caledoniarr2_008_small.jpg https://historicbridges.org/ohio/caledoniarr2/little_caledoniarr2_008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caledoniarr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.637760,-82.966670
576 Caledonia Erie Railroad Bridge This is an outstanding and uncommon example of a lattice truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by C.W. Buckholtz. 40.637920 -82.966710 Railroad (Abandoned Erie Railroad) Whetstone Creek Caledonia Marion County, Ohio Ohio United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 1 0 0 1901 0 American Bridge Company of New York, New York C.W. Buckholtz 7 8 0 0 0 0 0 0 https://historicbridges.org/ohio/caledoniarr/little_caledoniarr_073_small.jpg https://historicbridges.org/ohio/caledoniarr/little_caledoniarr_073.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caledoniarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.637920,-82.966710
579 California Avenue Bridge This impressive monument features a higher degree of historic integrity than other Pittsburgh examples. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John F. Casey Company of Pittsburgh, Pennsylvania. 40.488317 -80.046053 California Avenue Farragut Street and Jacks Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 14 1925 0 John F. Casey Company of Pittsburgh, Pennsylvania 8 8 320 97.54 770 234.7 38 11.58 https://historicbridges.org/pennsylvania/california2/bkg_swpenn1037_small.jpg https://historicbridges.org/pennsylvania/california2/swpenn072189.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/california2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.488317,-80.046053
580 California Avenue C and WI Railroad Overpass Although individually undistinguished, this bridge is a representative example of its kind. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.836060 -87.695020 Railroad (Chicago and Western Indiana) California Avenue Chicago Cook County, Illinois Illinois United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/illinois/californiarrnorth/little_p1190473_small.jpg https://historicbridges.org/illinois/californiarrnorth/little_p1190473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/californiarrnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836060,-87.695020
581 California Avenue AT and SF Railroad Overpass Although individually undistinguished, this bridge is a representative example of its kind. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.833520 -87.694950 Railroad (Atchison, Topeka and Santa Fe Railway) California Avenue Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/illinois/californiarrsouth/little_p1190589_small.jpg https://historicbridges.org/illinois/californiarrsouth/little_p1190589.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/californiarrsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.833520,-87.694950
582 Calis Majorsville Road Bridge Warton Hill Road Bridge This small arch bridge is noted as a Luten bridge design. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 39.965750 -80.519750 Calis Majorsville Road (CR-26-1) Whetstone Run Rural Marshall County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 0 Luten Bridge Company of York, Pennsylvania 4 6 34 10.36 36 10.97 15.7 4.79 https://historicbridges.org/wvirginia/wartonhillroad/little_wartonhillroad0081_small.jpg https://historicbridges.org/wvirginia/wartonhillroad/little_wartonhillroad0081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wartonhillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.965750,-80.519750
583 Calvert Hill Road Bridge This is a tiny but attractive pony truss on stone abutments. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 39.757350 -80.128010 Calvert Hill Road (TR-357) Shannon Run Rural Greene County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1915 1919 Unknown 6 6 46 14.02 49 14.94 14.8 4.51 https://historicbridges.org/pennsylvania/calverthillroad/little_calverthillroad1615_small.jpg https://historicbridges.org/pennsylvania/calverthillroad/little_calverthillroad1615.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/calverthillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.757350,-80.128010
584 Calumet River Elgin, Joliet, and Eastern Railroad Bridge Bridge 710 This may not be the oldest of vertical lift bridges in Chicago, but its bright red paint and interesting shape make this an attractive gateway into Lake Michigan! The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. 41.728730 -87.539450 Railroad (Elgin, Joliet, and Eastern) Calumet River Chicago Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 8 1 0 2 1974 0 American Bridge Company of New York, New York 3 1 242 73.76 0 0 0 0 https://historicbridges.org/illinois/calumet2/main_small.jpg https://historicbridges.org/illinois/calumet2/little_p1270260.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calumet2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.728730,-87.539450
585 Calumet River Norfolk Southern Railroad Bridges Once a group of five bridges, the three remaining impressive vertical lifts are excellent examples of Waddell and Harrington vertical lift bridges. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 41.719440 -87.543100 Railroad (Various) Calumet River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 8 1 0 2 1912 0 Kelly-Atkinson Construction Company of Chicago, Illinois Waddell and Harrington of Kansas City, Missouri 8 9 210 64.01 210 64.01 31.25 9.53 https://historicbridges.org/illinois/calumet/little_p1270081_small.jpg https://historicbridges.org/illinois/calumet/little_p1270081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calumet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.719440,-87.543100
588 ! Camborne Bridge This unusual, small deck plate girder bridge is noted for its attractive lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 44.035660 -78.222950 Albert's Alley Branch Cobourg Brook Rural Northumberland County, Ontario Ontario Canada Metal Deck Girder Fixed 0 1 0 0 1934 0 Ontario Bridge Company of Toronto, Ontario 4 5 0 0 0 0 15.1 4.6 https://historicbridges.org/ontario/albertsalley/little_albertsalley4566_7_8_tonemappeds_small.jpg https://historicbridges.org/ontario/albertsalley/little_albertsalley4566_7_8_tonemappeds.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/albertsalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.035660,-78.222950
589 Cambridge Road Bridge A rare example of a recently rehabilitated through plate girder bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal through girder, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.080980 -75.926860 Cambridge Road (PA-4010) Honey Brook Branch Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 2 1910 0 York Bridge Company of York, Pennsylvania Nathan R. Rambo 5 5 43 13.11 55 16.76 15.7 4.79 https://historicbridges.org/pennsylvania/bridge232eruray/little_bridge232016_small.jpg https://historicbridges.org/pennsylvania/bridge232eruray/little_bridge232016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge232eruray/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080980,-75.926860
592 Camden Place Rail Bridge Marking the northern extremity of the navigable Mississippi River, this is an extremely unusual deck cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Minneapolis Steel and Machinery Company of Minneapolis, Minnesota. 45.029380 -93.281530 Railroad (Canadian Pacific) Mississippi River and St. Anthony Parkway Minneapolis Hennepin County, Minnesota Minnesota United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 8 1905 1936 Minneapolis Steel and Machinery Company of Minneapolis, Minnesota 7 8 125 38.1 904 275.54 0 0 https://historicbridges.org/minnesota/42ndaverailroad/little_42ndaverailroad4986_small.jpg https://historicbridges.org/minnesota/42ndaverailroad/little_42ndaverailroad4986.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/42ndaverailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.029380,-93.281530
593 Cameron Road Bridge A scenic rural truss bridge with a highly unusual modified double-intersection Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.766960 -81.847240 Cameron Road Sydenham River Brooke-Alvinston Township Lambton County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 135 41.15 135 41.15 0 0 https://historicbridges.org/truss/cameron/little_pict5019_small.jpg https://historicbridges.org/truss/cameron/little_pict5019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cameron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.766960,-81.847240
594 Campbell Bridge This is a locally noteworthy example of an unaltered standard Ontario rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.119390 -79.667360 Grimsby Road 16 20 Mile Creek Lincoln Niagara Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1962 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/ontario/grimsbyroad16/little_p1400645_small.jpg https://historicbridges.org/ontario/grimsbyroad16/little_p1400645.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grimsbyroad16/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.119390,-79.667360
595 Camp Berry Bridge An attractive pony truss located in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.961250 -83.659310 Camp Berry Road Eagle Creek Rural Hancock County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/campberry/little_img_0039_small.jpg https://historicbridges.org/ohio/campberry/little_img_0039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/campberry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.961250,-83.659310
597 Canadian National Railway Truss Bridge This abandoned swing bridge is a beautiful heritage landmark for users of the nearby Rotary Greenway Trail. The technical description of the main or most noteworthy span of the bridge is a 217.5 ft (66.29 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. 44.351630 -78.292530 Railroad (Abandoned Canadian National) Trent-Severn Waterway Peterborough Peterborough County, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 0 1898 0 Central Bridge and Engineering Company of Peterborough, Ontario 7 8 217.5 66.29 0 0 0 0 https://historicbridges.org/ontario/peterborougharmourroadrr/little_p1590063_small.jpg https://historicbridges.org/ontario/peterborougharmourroadrr/little_p1590063.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterborougharmourroadrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.351630,-78.292530
598 Canadian National Railway Girder Bridge This railway plate girder swing bridge is a nice contrast to the two railway truss swing bridges in Peterborough. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.291540 -78.306950 Railroad (Canadian National) Otonabee River (Trent-Severn Waterway) Peterborough Peterborough County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 2 1888 0 Hamilton Bridge Company of Hamilton, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/peterboroughrrplategirderswing/little_p1590464_small.jpg https://historicbridges.org/ontario/peterboroughrrplategirderswing/little_p1590464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughrrplategirderswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.291540,-78.306950
599 Canadian Pacific Railway Bridge This impressive bridge could be throught of as two bridges since a causeway connects two parts of the structure. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.299400 -78.316810 Railroad (Canadian Pacific) Otonabee River Peterborough Peterborough County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 2 Metal Through Girder Fixed 0 2 1913 0 Hamilton Bridge Company of Hamilton, Ontario 7 7 125 38.1 0 0 0 0 https://historicbridges.org/ontario/peterboroughrrtruss/little_p1590362_small.jpg https://historicbridges.org/ontario/peterboroughrrtruss/little_p1590362.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughrrtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.299400,-78.316810
600 Canadian Pacific Railway Swing Bridge Bridge Number 25 This impressive swing bridge continues to operate for trains and boats as needed and is easy to view. The technical description of the main or most noteworthy span of the bridge is a 187 ft (57 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. 44.302470 -78.302490 Railroad (Canadian Pacific) Trent-Severn Waterway Peterborough Peterborough County, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 0 1898 0 Central Bridge and Engineering Company of Peterborough, Ontario 7 8 187 57 190 57.91 0 0 https://historicbridges.org/ontario/peterboroughrrswing/little_p1590261_small.jpg https://historicbridges.org/ontario/peterboroughrrswing/little_p1590261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughrrswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.302470,-78.302490
601 Canal Lake Bridge Hole in the Wall Bridge This National Historic Site of Canada is the oldest known concrete arch in Canada and an exceedingly rare Melan arch bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Department of Railways and Canals. 44.558210 -79.046050 Centennial Park Road (Highway 33) Canal Lake (Trent-Severn Waterway) Rural Kawartha Lakes City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1905 1987 Unknown Department of Railways and Canals 10 10 60 18.29 0 0 0 0 https://historicbridges.org/ontario/canallake/little_p1570414_small.jpg https://historicbridges.org/ontario/canallake/little_p1570414.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/canallake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.558210,-79.046050
603 Canal Road Bridge Millard's Highway Bridge, Bridge E-224 A rehabilitated one-lane through truss bridge adds to the rich heritage of the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Empire Engineering of New York, New York. 43.193540 -78.633150 Canal Road Erie Canal (New York State Barge Canal) Rural Niagara County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1910 1992 Empire Engineering of New York, New York 7 6 148 45.11 192 58.52 14 4.27 https://historicbridges.org/truss/canalrd/little_img_0116_small.jpg https://historicbridges.org/truss/canalrd/little_img_0116.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/canalrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.193540,-78.633150
605 Canal Street Bridge This trunnion bascule bridge was built by the Mount Vernon Bridge Company of Ohio. The technical description of the main or most noteworthy span of the bridge is a 254 ft (77.42 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by City of Chicago. 41.854670 -87.638710 Canal Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1949 0 Mount Vernon Bridge Company of Mount Vernon, Ohio City of Chicago 7 6 254 77.42 350 106.68 44 13.41 https://historicbridges.org/illinois/canal/little_dscf2607_small.jpg https://historicbridges.org/illinois/canal/little_dscf2607.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/canal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.854670,-87.638710
606 Canal Street Railroad Bridge Pennsylvania Railroad Bridge 458 The heaviest vertical lift span when built, with 195 foot high towers, this is the only vertical lift near downtown Chicago. The technical description of the main or most noteworthy span of the bridge is a 272.8 ft (83.15 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 41.855660 -87.636910 Railroad (Amtrak, Metra Heritage Corridor, and Metra SouthWest Service) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 10 1 0 2 1915 0 Pennsylvania Steel Company of Steelton, Pennsylvania Waddell and Harrington of Kansas City, Missouri 8 7 272.8 83.15 387.8 118.2 19.5 5.94 https://historicbridges.org/illinois/sblift/little_dscf2493_small.jpg https://historicbridges.org/illinois/sblift/little_dscf2493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sblift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.855660,-87.636910
607 Canaan Road Culvert This is an intact stone arch culvert that also features lattice railings. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.556920 -82.870510 Canaan Road (CR-27) Branch Big Run Rural Morrow County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 0 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ohio/cr27/little_cr27_1536_small.jpg https://historicbridges.org/ohio/cr27/little_cr27_1536.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr27/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.556920,-82.870510
608 Canaseraga Creek Bridge Long abandoned, this bridge has lightweight trusses that retain integrity, but its approaches are gone. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.607700 -77.730100 Abandoned Road Canaseraga Creek Rural Livingston County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/canaserage/little_dansvilleflats9_purple1_small.jpg https://historicbridges.org/newyork/canaserage/little_dansvilleflats9_purple1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/canaserage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.607700,-77.730100
609 Caneadea Bridge With an impressive span length, ornate portal and plaque, and unusual design, this is a significant bridge. The technical description of the main or most noteworthy span of the bridge is a 245.7 ft (74.89 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.385110 -78.149290 Hill Road (CR-46) Genesee River Caneadea Allegany County, New York New York United States Metal Camelback Pin-Connected Through Truss Fixed 16 1 0 0 1903 1973 Groton Bridge Company of Groton, New York 8 9 245.7 74.89 253 77.11 14.8 4.51 https://historicbridges.org/newyork/caneadea/bkg_newyork098_small.jpg https://historicbridges.org/newyork/caneadea/newyork0309.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/caneadea/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.385110,-78.149290
611 Canyon Falls Bridge This graceful arch bridge is one of two distinctive steel deck arch bridges in the Upper Penninsula. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.625240 -88.470200 US-41 Sturgeon River Rural Baraga County, Michigan Michigan United States Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1947 1998 Unknown Michigan State Highway Department 7 8 128 39.01 232 70.71 42 12.8 https://historicbridges.org/michigan/us41sturgeonriver/little_us41sturgeonriver91_small.jpg https://historicbridges.org/michigan/us41sturgeonriver/little_us41sturgeonriver91.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41sturgeonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.625240,-88.470200
615 ! Card Road Bridge This beautiful bridge, filled with history and memories, today facing demolition! The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.695890 -82.898990 Card Road North Branch Clinton River Rural Macomb County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1910 0 Unknown 6 7 76.8 23.41 81 24.69 16.4 5 https://historicbridges.org/truss/card/1bkg_hbme_354_small.jpg https://historicbridges.org/truss/card/1hbme_162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/card/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.695890,-82.898990
620 Cardington Railroad Bridge This is a small scale concrete arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.501290 -82.895570 Railroad (Conrail) Whetstone Creek Cardington Morrow County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/ohio/cardington/little_cardington_1231_small.jpg https://historicbridges.org/ohio/cardington/little_cardington_1231.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cardington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.501290,-82.895570
621 Cardington Western Road Bridge This is an unusual and altered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.499070 -82.914480 Cardington Western Road (CR-11) Whetstone Creek Rural Morrow County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1924 0 Unknown 4 5 52.2 15.91 158 48.16 20 6.1 https://historicbridges.org/ohio/cardingtonwestern_concrete_5931509/little_cardingtonwestern_concrete_5931509_1097_small.jpg https://historicbridges.org/ohio/cardingtonwestern_concrete_5931509/little_cardingtonwestern_concrete_5931509_1097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cardingtonwestern_concrete_5931509/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.499070,-82.914480
622 Cardington Western Road Culvert This is a large stone culvert that has been altered somewhat on one side. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.499160 -82.916050 Cardington Western Road (CR-11) Big Run Rural Morrow County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ohio/cardingtonwestern_stone/little_cardingtonwestern_stone_1075_small.jpg https://historicbridges.org/ohio/cardingtonwestern_stone/little_cardingtonwestern_stone_1075.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cardingtonwestern_stone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.499160,-82.916050
624 Carillon Park Bridge Lower Gratis Road Bridge This ornate, extremely old example of a Whipple truss features the highly unusual chords, members, and connections of its builder. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 39.728510 -84.203410 Carillon Park Walkway Shallow Depression Dayton Montgomery County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 7 1 0 0 1881 1984 Columbia Bridge Works of Dayton, Ohio 8 8 0 0 0 0 0 0 https://historicbridges.org/ohio/carillon/little_pict0633_small.jpg https://historicbridges.org/ohio/carillon/little_pict0633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/carillon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.728510,-84.203410
626 Carlton Bridge This impressive vertical lift bridge originally carried a highway deck on top in addition to a railroad deck below. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Warren deck truss, movable: vertical lift. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by J. A. L. Waddell. 43.911360 -69.808960 Railroad (Maine Eastern Railroad) and US-1 (Abandoned Alignment) Kennebec River Bath Sagadahoc County, Maine Maine United States Metal Warren Rivet-Connected Deck Truss Movable: Vertical Lift 9 1 Metal Warren Rivet-Connected Deck Truss Fixed 12 22 1926 1976 McClintic-Marshall Company of Pittsburgh, Pennsylvania J. A. L. Waddell 8 8 330 100.58 3098 944.27 24 7.32 https://historicbridges.org/maine/carltonbridge/little_carltonbridge014_small.jpg https://historicbridges.org/maine/carltonbridge/little_carltonbridge014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/carltonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.911360,-69.808960
628 Carmel Achor Road Bridge Negley Bridge A gorgeous and ancient Columbia Bridge Works of Dayton, Ohio bridge featuring their trademark unusual design. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 40.775160 -80.543070 Carmel Achor Road (TR-1026) North Fork Little Beaver Creek Achor (Rural) Columbiana County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1882 2002 Columbia Bridge Works of Dayton, Ohio 8 8 155.8 47.49 160 48.77 15.4 4.69 https://historicbridges.org/ohio/caramelachor/little_pict0601_small.jpg https://historicbridges.org/ohio/caramelachor/little_pict0601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/caramelachor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.775160,-80.543070
629 Carmody Road Bridge A rare example of a curved t-beam with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.157360 -86.336250 Carmody Road I-94 Rural Berrien County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Unknown Michigan State Highway Department 3 4 103 31.39 361 110.03 26 7.92 https://historicbridges.org/michigan/carmody/bkg_hbmebridges141_small.jpg https://historicbridges.org/michigan/carmody/hbmebridges0461.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carmody/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.157360,-86.336250
630 Carney Railroad Overpass This impressive bridge has a distinct tunnel-like feeling to it. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.307120 -79.442070 Railroad (Norfolk Southern) Buffenmeyer Road Rural Westmoreland County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/carney/swpenn072573_small.jpg https://historicbridges.org/pennsylvania/carney/swpenn072573.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307120,-79.442070
631 Carothers Avenue Bridge Glendale Bridge This extremely long span pony truss bridge is listed as the longest simple Warren pony truss span in the entire state! The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by James F. Powers. The bridge was primarily designed by Allegheny County Department of Public Works. 40.402160 -80.088570 Carothers Avenue (3rd Street) Chartiers Creek Carnegie Allegheny County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1927 1979 James F. Powers Allegheny County Department of Public Works 7 7 140 42.67 146 44.5 28 8.53 https://historicbridges.org/pennsylvania/carothers/little_dscf6853_small.jpg https://historicbridges.org/pennsylvania/carothers/little_dscf6853.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carothers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402160,-80.088570
632 Carp River Railroad Bridge This is a small, abandoned railroad bridge right on the shore of Lake Superior. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.518670 -87.383970 Railroad (Abandoned) Carp River Marquette Marquette County, Michigan Michigan United States Wood Stringer (Multi-Beam) Fixed 0 8 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/michigan/carpwood/little_img_0118_small.jpg https://historicbridges.org/michigan/carpwood/little_img_0118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.518670,-87.383970
633 Carpenter Road Bridge The aesthetic treatment of this stringer bridge differs from the standard plan in several ways. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Brighton and Wing. 43.076111 -83.654167 Carpenter Road Flint River Flint Genesee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1948 0 Brighton and Wing 1 2 64 19.51 131 39.93 30 9.14 https://historicbridges.org/michigan/carpenter/little_dscf8322_small.jpg https://historicbridges.org/michigan/carpenter/little_dscf8322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076111,-83.654167
634 Carquinez Bridge Eastbound I-80 Bridge This large cantilever bridge takes on the overall shape of an earlier, now-demolished cantilever truss, but instead displays period construction details. The technical description of the main or most noteworthy span of the bridge is a 1100 ft (335.28 m) metal bolt-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.061380 -122.225280 I-80 (Eastbound) Carquinez Strait and Railroad (Union Pacific) Crockett and Vallejo Contra Costa County, California and Solano County, California California United States Metal Baltimore Bolt-Connected Through Truss Fixed 0 5 Metal Stringer (Multi-Beam) Fixed 0 28 1958 0 American Bridge Company of New York, New York 6 6 1100 335.28 5209 1587.7 51.8 15.79 https://historicbridges.org/california/carquinez/little_day4_carquinezbridge04911_small.jpg https://historicbridges.org/california/carquinez/little_day4_carquinezbridge04911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/carquinez/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.061380,-122.225280
635 Carroll Street Bridge This is one of the only known operable retractile bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal through girder, movable: retractile. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. The bridge was primarily designed by Brooklyn Department of City Works. 40.678160 -73.989120 Carroll Street Gowanus Canal New York Brooklyn, New York New York United States Metal Through Girder Movable: Retractile 0 2 0 0 1889 1989 New Jersey Steel and Iron Company of Trenton, New Jersey Brooklyn Department of City Works 10 10 107 32.61 107 32.61 17.7 5.39 https://historicbridges.org/newyork/carroll/little_carrollstreetadd_0979_80_81vib_small.jpg https://historicbridges.org/newyork/carroll/little_carrollstreetadd_0979_80_81vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/carroll/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.678160,-73.989120
636 Carrying Place Bridge A heritage bridge was demolished and replaced with this bridge that immitates the heritage bridge. The technical description of the main or most noteworthy span of the bridge is a metal non-historic, movable: swing, Center Pier. The bridge was primarily built by Unknown. 44.056370 -77.597240 Loyalist Parkway (CR-33) Murray Canal (Trent-Severn Waterway) Carrying Place Northumberland County, Ontario Ontario Canada Metal Non-Historic Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/murraycr33/little_p1040692_small.jpg https://historicbridges.org/ontario/murraycr33/little_p1040692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/murraycr33/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.056370,-77.597240
637 Carson Street Railroad Bridges An impressive pair of identical truss bridges sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. 40.464960 -80.053260 Railroad (CSX) Chartiers Creek McKees Rocks Allegheny County, Pennsylvania Pennsylvania United States Metal Modified Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/carsonstreetrr/swpenn070263_small.jpg https://historicbridges.org/pennsylvania/carsonstreetrr/swpenn070263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carsonstreetrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.464960,-80.053260
638 Carson Street Bridge This bridge is actually a very tall pony truss to which overhead bracing was added. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.464870 -80.053540 Carson Street Chartiers Creek McKees Rocks Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1925 1978 McClintic-Marshall Company of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 5 5 140 42.67 144 43.89 34 10.36 https://historicbridges.org/pennsylvania/carsonstreet/bkg_swpenn1072_small.jpg https://historicbridges.org/pennsylvania/carsonstreet/swpenn072301.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carsonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.464870,-80.053540
639 Carter Road Bridge This structure has been severely altered. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 41.494310 -81.697870 Carter Road Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 11 1 0 9 1939 0 Mount Vernon Bridge Company of Mount Vernon, Ohio 3 2 220.2 67.12 559 170.38 42 12.8 https://historicbridges.org/ohio/carter/cleveland0126_small.jpg https://historicbridges.org/ohio/carter/cleveland0126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/carter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494310,-81.697870
640 Carter Road Bridge One of several curved t-beam overpasses on US-10 which retain original railings. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Hertel-Deyo Company. The bridge was primarily designed by Michigan State Highway Department. 43.597490 -84.128920 Carter Road US-10 Rural Bay County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1958 0 Hertel-Deyo Company Michigan State Highway Department 2 2 58.7 17.89 197.8 60.29 26 7.92 https://historicbridges.org/michigan/us10carter/little_p1320707_small.jpg https://historicbridges.org/michigan/us10carter/little_p1320707.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us10carter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.597490,-84.128920
641 Carversville Bridge A well-preserved example of a mid-19th century stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.386390 -75.062750 Carversville-Wismer Road (Aquetong Road, PA-1003) Paunnacussing Creek Carversville Bucks County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1854 0 Unknown 8 7 20 6.1 45 13.72 16.4 5 https://historicbridges.org/pennsylvania/carversville/little_clip_image002_small.jpg https://historicbridges.org/pennsylvania/carversville/little_clip_image002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carversville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.386390,-75.062750
645 Casino Way Bridge Sunset Drive Bridge A contributing resource to the Belle Isle Historic District. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.338170 -82.996820 Casino Way (Sunset Drive) Canoe Stream Detroit Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1947 0 Unknown 2 3 40 12.19 45 13.72 39 11.89 https://historicbridges.org/michigan/sunset/little_dscf7775_small.jpg https://historicbridges.org/michigan/sunset/little_dscf7775.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sunset/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.338170,-82.996820
646 Cass River Railroad Bridge A nice through truss with long wooden approaches. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.351300 -83.924300 Railroad (Central Michigan / Huron and Eastern Railroad) Cass River Rural Saginaw County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/truss/cassrrr/little_img_2532_small.jpg https://historicbridges.org/truss/cassrrr/little_img_2532.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cassrrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.351300,-83.924300
648 Casselman Bridge Little Crossings Bridge Featuring a large 80 foot span, this bridge is among the oldest bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) stone Segmental deck arch, fixed. The bridge was primarily built by David Shriver Jr.. 39.696740 -79.143520 Abandoned Historic National Road Casselman River Grantsville Garrett County, Maryland Maryland United States Stone Segmental Deck Arch Fixed 0 1 0 0 1813 1911 David Shriver Jr. 9 10 80 24.38 354 107.9 48 14.63 https://historicbridges.org/maryland/casselman/swpenn073111_small.jpg https://historicbridges.org/maryland/casselman/swpenn073111.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/casselman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.696740,-79.143520
650 Catalpa Drive Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.497222 -83.153889 Railroad (CN) Catalpa Drive Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 30 9.14 83 25.3 0 0 https://historicbridges.org/michigan/oakland_catalpa/little_pict2246_small.jpg https://historicbridges.org/michigan/oakland_catalpa/little_pict2246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_catalpa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.497222,-83.153889
652 Cavehill Road Truss Bridge Ripley County Bridge 14 This is a good representate example of a rural riveted Parker truss bridge. The technical description of the main or most noteworthy span of the bridge is a 168.6 ft (51.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.997170 -85.182390 Cavehill Road Laughery Creek Rural Ripley County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1920 0 Unknown 6 6 168.6 51.39 174.5 53.19 16 4.88 https://historicbridges.org/indiana/cavehillroadtruss/little_cavehillroadtruss4070_small.jpg https://historicbridges.org/indiana/cavehillroadtruss/little_cavehillroadtruss4070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cavehillroadtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.997170,-85.182390
653 Cavehill Road Arch Bridge Ripley County Bridge 9 This magnificent bridge is an outstanding example of an early 20th Century rural concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.002630 -85.186070 Cavehill Road Laughery Creek Rural Ripley County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1910 0 Unknown 7 7 76.8 23.41 161.4 49.19 0 0 https://historicbridges.org/indiana/cavehillroadarch/little_cavehillroadarch3934_small.jpg https://historicbridges.org/indiana/cavehillroadarch/little_cavehillroadarch3934.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cavehillroadarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.002630,-85.186070
654 Cavin Street Railroad Overpass This bridge features a plaque that is upside-down for unknown reasons. The technical description of the main or most noteworthy span of the bridge is a 29.2 ft (8.9 m) metal deck girder, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 41.468000 -85.587620 Railroad (Norfolk Southern) Cavin Street (IN-5) Ligonier Noble County, Indiana Indiana United States Metal Deck Girder Fixed 0 3 0 0 1912 0 Mount Vernon Bridge Company of Mount Vernon, Ohio 3 3 29.2 8.9 57.7 17.59 0 0 https://historicbridges.org/indiana/cavin/bkg_07photos055_small.jpg https://historicbridges.org/indiana/cavin/07photos123.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cavin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.468000,-85.587620
655 Cayuga Street Bridge This is a standard plan 1930s pony truss. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.454430 -76.499890 Cayuga Street Fall Creek Ithaca Tompkins County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 14 1 0 0 1934 2002 Unknown 5 5 109 33.22 114 34.75 30 9.14 https://historicbridges.org/newyork/cayuga/bkg_newyork706_small.jpg https://historicbridges.org/newyork/cayuga/newyork2097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cayuga/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.454430,-76.499890
657 ! Cedar Springs Main Street Bridge This bridge is an example of a reinforced concrete slab bridge with railings that are reminiscent of a concrete camelback. The technical description of the main or most noteworthy span of the bridge is a 13.8 ft (4.21 m) concrete continuous slab, fixed. The bridge was primarily built by Unknown. 43.226350 -85.551200 Main Street Cedar Creek Cedar Springs Kent County, Michigan Michigan United States Concrete Slab Fixed 0 Continuous 2 0 0 1935 0 Unknown 2 4 13.8 4.21 29 8.84 44 13.41 https://historicbridges.org/michigan/cedarmain/little_main_st_cedar_cr_4_small.jpg https://historicbridges.org/michigan/cedarmain/little_main_st_cedar_cr_4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cedarmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.226350,-85.551200
658 Cedar Street Bridge This preserved bridge is a long, curved, multi-span bridge with attractive railings. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Michigan State Highway Department. 42.720540 -84.545510 Cedar Street (BL-96) Red Cedar River, Railroad (Canadian National), South Street Lansing Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 15 0 0 1952 1997 American Bridge Company of New York, New York Michigan State Highway Department 3 6 85 25.91 953 290.47 51.8 15.79 https://historicbridges.org/michigan/cedar/little_dscf0081_small.jpg https://historicbridges.org/michigan/cedar/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cedar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.720540,-84.545510
659 Cedar Run Road Bridge This is a tiny concrete arch bridge that appears to be a county design. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Allegheny County Department of Public Works. 40.588090 -79.886740 Cedar Run Road Shafers Run Rural Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 0 Unknown Allegheny County Department of Public Works 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/cedarrunroad/little_cedarrunroad2055_small.jpg https://historicbridges.org/pennsylvania/cedarrunroad/little_cedarrunroad2055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cedarrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.588090,-79.886740
660 ! Cementon Bridge This impressive example of a state standard truss bridge is at risk for demolition and replacement despite its good condition. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.690200 -75.503690 Main Street / 21st Street (PA-329) Lehigh River and Railroad Cementon Lehigh County, Pennsylvania and Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 3 Metal Through Girder Fixed 0 1 1933 0 Unknown Pennsylvania State Highway Department 6 6 159 48.46 575.2 175.32 22 6.71 https://historicbridges.org/pennsylvania/cementon/little_dscf9162_small.jpg https://historicbridges.org/pennsylvania/cementon/little_dscf9162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cementon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.690200,-75.503690
661 Cemetery Lane Bridge This is a standard plan truss bridge that is more than capable of continuing to serve the road it is on. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.556590 -76.300150 Cemetery Lane Fall Creek Rural Tompkins County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1915 1972 Unknown 5 4 69 21.03 70 21.34 14.8 4.51 https://historicbridges.org/newyork/cemeterylane/PICT8036_small.jpg https://historicbridges.org/newyork/cemeterylane/newyork1914.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cemeterylane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.556590,-76.300150
662 Cemetery Road Bridge A traditional concrete arch bridge of decent length and in good condition. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.790230 -76.774080 Cemetery Road Sugar Creek Troy Bradford County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/cemetery/bkg_newyork236_small.jpg https://historicbridges.org/pennsylvania/cemetery/newyork0684.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.790230,-76.774080
663 Cemetery Road Bridge This bridge both blends in and contributes to the scenic rural setting it is located in. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 41.864830 -79.521450 Cemetery Road (PA-3012) Brokenstraw Creek Rural Warren County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1889 2000 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 7 7 99 30.18 103 31.39 13 3.96 https://historicbridges.org/pennsylvania/cemeteryroad/little_cemeteryroad2048_small.jpg https://historicbridges.org/pennsylvania/cemeteryroad/little_cemeteryroad2048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cemeteryroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.864830,-79.521450
666 Center Road Bridge This rare structure is one of the most graceful and impressive bridges in all of Ohio! The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 41.894400 -80.574400 Center Road Conneaut Creek Rural Ashtabula County, Ohio Ohio United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1925 0 Unknown 8 9 150 45.72 154 46.94 23.3 7.1 https://historicbridges.org/ohio/centerrdashtabula/swpenn073983_small.jpg https://historicbridges.org/ohio/centerrdashtabula/swpenn073983.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/centerrdashtabula/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894400,-80.574400
667 Center Road Bridge Contributing to a potential historic district, this is an regionally early riveted truss bridge built bty a prolific builder in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.367930 -77.392500 Center Road Bixlers Run Rural Perry County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1905 1977 Nelson and Buchanan of Chambersburg, Pennsylvania 5 6 58 17.68 63 19.2 14.4 4.39 https://historicbridges.org/pennsylvania/centerroadbixler/little_centerroadbixler002_small.jpg https://historicbridges.org/pennsylvania/centerroadbixler/little_centerroadbixler002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/centerroadbixler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.367930,-77.392500
668 Center Road Bridge One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.938889 -83.632222 Center Road Thread Creek Grand Blanc Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown 2 2 42 12.8 45 13.72 30 9.14 https://historicbridges.org/michigan/center/little_dscf8205_small.jpg https://historicbridges.org/michigan/center/little_dscf8205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/center/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.938889,-83.632222
671 Center Village Bridge This breathtaking, long, multi-span structure is one of the greatest monuments to an important bridge company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.167970 -75.610800 Old Bridge Street Susquehanna River Center Village Broome County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 9 4 0 0 1890 0 Groton Bridge Company of Groton, New York 8 9 0 0 0 0 0 0 https://historicbridges.org/newyork/centervillage/bkg_newyork432_small.jpg https://historicbridges.org/newyork/centervillage/newyork1246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/centervillage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.167970,-75.610800
674 Center Street Bridge One of two nearly identical arch bridges, this bridge was designed by a Crawford county engineer even though it is in Venango County. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Tonawanda Engineering Corporation. The bridge was primarily designed by Karl A. Miller. 41.433960 -79.709570 Center Street (PA-6008, Business PA-8) Oil Creek Oil City Venango County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 0 0 1939 1985 Tonawanda Engineering Corporation Karl A. Miller 5 6 173 52.73 178.2 54.32 34.5 10.52 https://historicbridges.org/pennsylvania/oilcity/little_dscf9714_small.jpg https://historicbridges.org/pennsylvania/oilcity/little_dscf9714.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oilcity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.433960,-79.709570
675 Center Street Bridge This historic bridge continues to carry a major road through town. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) stone Segmental deck arch, fixed. The bridge was primarily built by F. H. Zeigler. 39.812040 -79.026340 Center Street (US-219) Flaugherty Creek Meyersdale Somerset County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1914 0 F. H. Zeigler 6 6 50 15.24 66 20.12 34 10.36 https://historicbridges.org/pennsylvania/centermeyersdale/bkg_swpenn1240_small.jpg https://historicbridges.org/pennsylvania/centermeyersdale/swpenn072827.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/centermeyersdale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.812040,-79.026340
677 Center Street Bridge Conneautville Bridge The centerpiece historic truss bridge in Conneautville is this ornate structure with beautiful sidewalk railings. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. 41.756550 -80.370910 Center Street Conneaut Creek Conneautville Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1896 1973 Youngstown Bridge Company of Youngstown, Ohio 8 8 77 23.47 79 24.08 10.8 3.29 https://historicbridges.org/pennsylvania/center/little_pict6447_small.jpg https://historicbridges.org/pennsylvania/center/little_pict6447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/center/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.756550,-80.370910
678 Center Street Bridge One of the oldest bridges in Cleveland, this bridge features a rare bobtail design. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.494320 -81.703500 Center Street Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Bobtail 0 1 Metal Stringer (Multi-Beam) Fixed 0 1 1901 1989 King Bridge Company of Cleveland, Ohio 8 8 245 74.68 345 105.16 24 7.32 https://historicbridges.org/ohio/center/cleveland0806_small.jpg https://historicbridges.org/ohio/center/cleveland0805.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/center/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494320,-81.703500
679 Centerway Bridge An impressive, seven span example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 92.3 ft (28.13 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Bush, Robers, and Schaefer Company of New York, New York. The bridge was primarily designed by Abraham Burton Cohen of New York, New York. 42.145820 -77.053600 Old Center Way (Pine Street) Chemung River Corning Steuben County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 7 0 0 1921 0 Bush, Robers, and Schaefer Company of New York, New York Abraham Burton Cohen of New York, New York 6 7 92.3 28.13 752 229.21 36 10.97 https://historicbridges.org/newyork/centerway/newyork0588_small.jpg https://historicbridges.org/newyork/centerway/newyork0582.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/centerway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.145820,-77.053600
680 Centre Bridge Centre Bridge - Stockton Toll Supported Bridge A large, multi-span truss features different span sizes including some very short through truss spans. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.402990 -74.979460 Bridge Street (Upper York Road) Delaware River Stockton and Centre Bridge Hunterdon County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 6 6 0 0 1926 2007 Unknown 6 6 152 46.33 825.2 251.52 20 6.1 https://historicbridges.org/newjersey/stockton/little_pict5422_small.jpg https://historicbridges.org/newjersey/stockton/little_pict5423.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stockton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402990,-74.979460
685 Central Avenue Bridge This bridge is a good example of a county-designed rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete rigid-frame, fixed. The bridge was primarily built by Davidson and Doctor. 41.656900 -87.757960 Central Avenue Tinley Creek Worth Cook County, Illinois Illinois United States Concrete Rigid-Frame Fixed 0 1 0 0 1941 1972 Davidson and Doctor 3 3 40 12.19 46 14.02 44 13.41 https://historicbridges.org/illinois/centralavenue/little_centralavenue1263_small.jpg https://historicbridges.org/illinois/centralavenue/little_centralavenue1263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/centralavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.656900,-87.757960
686 L Central Avenue Bridge This was an ancient King Bridge Company arch bridge with an ornate arch facade and detailed railings, but today only the decorative elements remain. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.336610 -82.994780 Central Avenue Canoe Stream Detroit Wayne County, Michigan Michigan United States Metal Deck Arch Fixed 0 1 0 0 1893 2008 King Bridge Company of Cleveland, Ohio 5 7 50 15.24 54.8 16.7 49 14.94 https://historicbridges.org/beam/bellecentral/little_dscf7606_small.jpg https://historicbridges.org/beam/bellecentral/little_dscf7606.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/bellecentral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336610,-82.994780
687 Central Avenue Bridge This attractive bridge has arched railings that compliment the bridge arch. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.342778 -82.976111 Central Avenue Canoe Stream Detroit Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 Unknown 4 6 23 7.01 23 7.01 46 14.02 https://historicbridges.org/michigan/central2/little_dscf7648_small.jpg https://historicbridges.org/michigan/central2/little_dscf7648.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/central2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.342778,-82.976111
690 Chain of Rocks Bridge Converted for pedestrian use and an excellent preservation example, this strange bridge has a sharp bend in the middle. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Baxter L. Brown and Edward B. Fay of St. Louis, Missouri. 38.760540 -90.176330 Pedestrian Walkway (Trailnet) (Historic US-66) Mississippi River Granite City and St. Louis Madison County, Illinois and St. Louis City, Missouri Illinois and Missouri United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 20 Continuous 10 Metal Warren Rivet-Connected Through Truss Fixed 8 6 1929 1999 American Bridge Company of New York, New York Baxter L. Brown and Edward B. Fay of St. Louis, Missouri 9 9 700 213.36 5353 1631.59 24 7.32 https://historicbridges.org/missouri/chainofrocks/little_chainofrocks6511_small.jpg https://historicbridges.org/missouri/chainofrocks/little_chainofrocks6511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/chainofrocks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.760540,-90.176330
691 Charlevoix Bridge A classic Michigan plate girder bascule bridge with unusual altered guardrails. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio and L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 45.318611 -85.258611 US-31 (Michigan Avenue / Bridge Street) Pine River Charlevoix Charlevoix County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1948 1992 Mount Vernon Bridge Company of Mount Vernon, Ohio and L. W. Lamb Company of Jackson, Michigan Hazelet and Erdal of Chicago, Illinois 5 7 111 33.83 222.8 67.91 44 13.41 https://historicbridges.org/michigan/charlevoix/little_dscf4616_small.jpg https://historicbridges.org/michigan/charlevoix/little_dscf4616.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/charlevoix/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.318611,-85.258611
692 US-31 Railroad Overpass With a heavy skew, this is a decent sized three span plate girder overpass in a scenic location. The technical description of the main or most noteworthy span of the bridge is a 98.8 ft (30.11 m) metal through girder, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 45.364722 -85.118611 Railroad (Abandoned Chesapeake and Ohio) US-31 Rural Charlevoix County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1948 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 2 4 98.8 30.11 259 78.94 0 0 https://historicbridges.org/michigan/charlevoixrr/little_dscf4648_small.jpg https://historicbridges.org/michigan/charlevoixrr/little_dscf4631.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/charlevoixrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.364722,-85.118611
693 Lehigh and Hudson Railroad Delaware River Bridge An attractive and noteworthy multi-span railroad structure adds much to its surrounding historic community. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 40.689070 -75.203000 Railroad (Lehigh and Hudson Railroad) Delaware River Easton and Phillipsburg Northampton County, Pennsylvania and Warren County, New Jersey New Jersey and Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 7 3 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/newjersey/delawarerr/little_pict4493_small.jpg https://historicbridges.org/newjersey/delawarerr/little_img_1462.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/delawarerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.689070,-75.203000
695 Ceresco Bridge 12 Mile Road Bridge A rare example of a MSHD designed arch bridge with integrity. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by L. Smith, H. A. and M. C. Nichols of Hastings, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.270100 -85.061500 12 Mile Road Kalamazoo River Ceresco Calhoun County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1920 0 L. Smith, H. A. and M. C. Nichols of Hastings, Michigan Michigan State Highway Department 5 7 57.7 17.59 114.8 34.99 20.7 6.31 https://historicbridges.org/other/ceresco/dscf7403_small1.jpg https://historicbridges.org/other/ceresco/little_dscf7403.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/ceresco/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.270100,-85.061500
696 Cermak Road Bridge 22nd Street Bridge This is the only Scherzer rolling lift on the streets of Chicago, and has been heavily reconstructed. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by George W. Jackson of Chicago, Illinois. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.852760 -87.640540 Cermak Road South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1906 1997 George W. Jackson of Chicago, Illinois Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 216 65.84 337 102.72 36 10.97 https://historicbridges.org/illinois/cermak/little_pict1160_small.jpg https://historicbridges.org/illinois/cermak/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cermak/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.852760,-87.640540
697 Cermak Road Railroad Overpass Chinatown Railroad Bridge This elegant bridge is one of the finest railroad overpass bridges in the city of Chicago. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) rigid-frame, fixed. The bridge was primarily built by Unknown. 41.852900 -87.630440 Railroad (Metra Rock Island District and Former New York Central) Cermak Road (22nd Avenue) Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Rigid-Frame Fixed 0 2 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/illinois/chinatown/little_dscf2319_small.jpg https://historicbridges.org/illinois/chinatown/little_dscf2319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chinatown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.852900,-87.630440
698 Chadds Ford Road Bridge A small but attractive arch bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.844240 -75.598200 Chadds Ford Road (PA-100) Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1913 0 Unknown 5 4 21 6.4 21 6.4 23.3 7.1 https://historicbridges.org/pennsylvania/rt100andcossertrd/little_rt100andcossertrd002_small.jpg https://historicbridges.org/pennsylvania/rt100andcossertrd/little_rt100andcossertrd002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt100andcossertrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.844240,-75.598200
699 Chalmers-Forrest Road Bridge This stunning pin connected truss bridge has been recently abandoned by the township. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.493870 -80.846360 Chalmers-Forrest Road Nith River Rural Waterloo Region, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 1981 Unknown 7 7 0 0 111.5 33.99 17 5.18 https://historicbridges.org/ontario/chalmersforrest/little_pict7202_small.jpg https://historicbridges.org/ontario/chalmersforrest/little_pict7202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chalmersforrest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.493870,-80.846360
700 ! Chambers Bridge Pilkington-Woolwich Bridge This single span truss was moved to this location long ago to replace a two span bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 43.630510 -80.476600 Middlebrook Place (Weisenberg Road) Grand River Woolwich Township Waterloo Region, Ontario Ontario Canada Metal Camelback Pin-Connected Through Truss Fixed 9 1 0 0 0 0 Unknown 7 7 0 0 155.8 47.49 14 4.27 https://historicbridges.org/ontario/chambers/little_p1560094_small.jpg https://historicbridges.org/ontario/chambers/little_p1560094.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chambers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.630510,-80.476600
702 Champs's Ford Bridge Decatur County Bridge 124 This stone arch stands out in Indiana for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Joseph Mathews. 39.319900 -85.674830 CR-100 South Clifty Creek Rural Decatur County, Indiana Indiana United States Stone Semicircular Deck Arch Fixed 0 4 0 0 1904 0 Joseph Mathews 7 8 28 8.53 118 35.97 16.7 5.09 https://historicbridges.org/indiana/champsfordbridge/little_rick590_small.jpg https://historicbridges.org/indiana/champsfordbridge/little_rick590.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/champsfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.319900,-85.674830
703 Chandler Mill Bridge Featuring large stone abutments, this is a beautiful representative example of a riveted plate girder bridge with local historic significance. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. 39.809690 -75.710320 Chandler Mill Road West Branch Red Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1910 0 George Dole of Wilmington, Delaware Nathan R. Rambo 5 7 44 13.41 47 14.33 16 4.88 https://historicbridges.org/pennsylvania/chandlermill/little_thisplacematterstometoo_small.jpg https://historicbridges.org/pennsylvania/chandlermill/little_thisplacematterstometoo.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chandlermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.809690,-75.710320
705 Chappel Hill Road Bridge A little Warren pony truss hidden away on a quiet country road. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.710250 -79.545350 Chappel Hill Road (TR-355) Caldwell Creek Rural Warren County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1910 1998 Unknown 5 5 40 12.19 43 13.11 13.8 4.21 https://historicbridges.org/pennsylvania/chappelhill/little_pict6992_small.jpg https://historicbridges.org/pennsylvania/chappelhill/little_pict6992.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chappelhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.710250,-79.545350
706 Charing Cross Road Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.571520 -83.221330 Railroad (CN) Charing Cross Road Bloomfield Hills Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 0 0 0 0 0 0 https://historicbridges.org/michigan/oakland_charingcross/little_pict2310_small.jpg https://historicbridges.org/michigan/oakland_charingcross/little_pict2310.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_charingcross/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.571520,-83.221330
708 Charleston Road Bridge An example of a small stone railroad arch overpass in West Virginia. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 38.841410 -82.131020 Railroad (CSX) Charleston Road Point Pleasant Mason County, West Virginia West Virginia United States Stone Segmental Deck Arch Fixed 0 1 0 0 1905 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/wvirginia/charleston/07march0091_small.jpg https://historicbridges.org/wvirginia/charleston/07march0091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/charleston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.841410,-82.131020
712 Chartier Road Bridge This bridge retains excellent historic integrity and is an example of a threatened bridge type. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete through girder, fixed. The bridge was primarily built by A. Tenniswood of Yale, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.707960 -82.533610 Chartier Road Marine City Dredge Cut Rural St. Clair County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1922 0 A. Tenniswood of Yale, Michigan Michigan State Highway Department 6 6 31.8 9.69 35.8 10.91 20 6.1 https://historicbridges.org/michigan/chartier/bkg_07photos224_small.jpg https://historicbridges.org/michigan/chartier/07photos613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/chartier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.707960,-82.533610
713 Chartiers Run Railroad Bridge This typical plate girder bridge is a reminder of an abandoned railroad line that is slowly disappearing. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.248190 -80.210300 Railroad (Abandoned) Chartiers Run Houston Washington County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/houstonrr/little_houstonrr1393_small.jpg https://historicbridges.org/pennsylvania/houstonrr/little_houstonrr1393.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/houstonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.248190,-80.210300
715 Chatham CP Railroad Bridge An attractive bridge, but difficult to photograph. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.419050 -82.163520 Railroad (Canadian Pacific) Thames River Chatham Chatham-Kent Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 0 1 Metal Deck Girder Fixed 0 3 0 0 Unknown 6 7 155 47.24 330 100.58 0 0 https://historicbridges.org/truss/chathamrr1/little_pict5259_small.jpg https://historicbridges.org/truss/chathamrr1/little_pict5259.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/chathamrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.419050,-82.163520
724 Chestnut Street Bridge This bridge is one of several remaining historically significant overpasses that relate the industrial growth of Detroit during that time. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.344760 -83.034130 Chestnut Street Railroad (Abandoned Grand Trunk Western / Dequindre Cut Greenway) Detroit Wayne County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 1929 0 Unknown 3 7 30.8 9.39 66 20.12 30 9.14 https://historicbridges.org/michigan/chestnut/little_p1370372_small.jpg https://historicbridges.org/michigan/chestnut/little_p1370372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/chestnut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.344760,-83.034130
730 Chicago and Illinois Western Railway Bridge One of only a few examples of a Rall bascule bridge in the entire country, and the only one in Chicago. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, movable: single leaf bascule, Rall. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Theodor Rall. 41.834080 -87.702050 Railroad (Chicago and Western Indiana) Collateral Channel (Canal Slip) Chicago Cook County, Illinois Illinois United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule Rall 0 1 0 0 1914 0 Strobel Steel Construction Company of Chicago, Illinois Theodor Rall 9 9 0 0 0 0 0 0 https://historicbridges.org/illinois/rall/little_p1250388_small.jpg https://historicbridges.org/illinois/rall/little_p1250388.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.834080,-87.702050
733 Chicago Drive Buttermilk Creek Bridge This bridge extremely wide and very short bridge offers a look at the history of a noteworthy area highway. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Getman Brothers. The bridge was primarily designed by Michigan State Highway Department. 42.870060 -85.862260 M-121 (Chicago Drive) Buttermilk Creek Hudsonville Ottawa County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1949 0 Getman Brothers Michigan State Highway Department 1 1 35 10.67 35 10.67 122 37.19 https://historicbridges.org/michigan/121buttermilk/little_m-121_butternut_cr_12_small.jpg https://historicbridges.org/michigan/121buttermilk/little_m-121_butternut_cr_12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/121buttermilk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870060,-85.862260
734 ! Chicago Great Western Railroad Bridge This bridge is an early surviving example of a Waddell and Harrington vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 44.943870 -93.088280 Railroad (Union Pacific) Mississippi River St. Paul Ramsey County, Minnesota Minnesota United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 7 1 Metal Deck Girder Fixed 0 10 1912 0 American Bridge Company of New York, New York Waddell and Harrington of Kansas City, Missouri 7 7 192 58.52 940 286.51 22 6.71 https://historicbridges.org/minnesota/robertstreetlift/little_main_small.jpg https://historicbridges.org/minnesota/robertstreetlift/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/robertstreetlift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.943870,-93.088280
735 Chicago Transit Authority "L" System Essentially a very long multi-span bridge, parts of this railway are as old as the late 1800s, and feature riveted girder and truss construction. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Various Builders. 41.885770 -87.627960 Railroad (Chicago Transit Authority) Various Streets of Chicago Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Deck Truss Fixed 0 0 Metal Deck Girder Fixed 0 0 0 0 Various Builders 9 10 0 0 0 0 0 0 https://historicbridges.org/other/el/little_pict4737_small.jpg https://historicbridges.org/other/el/little_pict4737.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/el/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.885770,-87.627960
736 Chicago Skyway Toll Bridge High Bridge This 1950s cantilever bridge is the only monumental sized high level bridge in Chicago. The technical description of the main or most noteworthy span of the bridge is a 650 ft (198.12 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 41.717520 -87.542800 I-90 (Chicago Skyway) Calumet River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 6 1958 2007 American Bridge Company of New York, New York John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 7 8 650 198.12 2458 749.2 76.4 23.29 https://historicbridges.org/illinois/skyway/little_p1270026_small.jpg https://historicbridges.org/illinois/skyway/little_p1270026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/skyway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.717520,-87.542800
737 Chicagon Mine Road Bridge This small, simple, and unaltered bridge is the oldest known concrete slab bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Unknown. 46.095000 -88.508820 Chicagon Mine Road Chicagon Creek Rural Iron County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1910 0 Unknown 4 6 25 7.62 28 8.53 15 4.57 https://historicbridges.org/michigan/chicagonmineroad/little_chicagonmineroad_3091_small.jpg https://historicbridges.org/michigan/chicagonmineroad/little_chicagonmineroad_3091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/chicagonmineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.095000,-88.508820
738 Chili Mills Bridge Stuart Road Bridge A textbook example of the King Bridge Company's patented bowstring truss bridge design. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 43.084740 -77.812980 Stuart Road Black Creek Rural Monroe County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 8 1 0 0 1877 2002 King Bridge Company of Cleveland, Ohio 9 9 74 22.56 77 23.47 9.5 2.9 https://historicbridges.org/newyork/chilimills/thumb_small.jpg https://historicbridges.org/newyork/chilimills/newyork0091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/chilimills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.084740,-77.812980
740 Chippewa Avenue Bridge This is a slender arch bridge with some nice architectural details. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.621600 -79.365840 Chippewa Avenue Inner Harbour Toronto Toronto City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/chippewaavenue/little_chippewaavenue0874_small.jpg https://historicbridges.org/ontario/chippewaavenue/little_chippewaavenue0874.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chippewaavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.621600,-79.365840
741 Chippewa Falls Railroad Bridge This is an excellent example of a lattice through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 44.934970 -91.379210 Railroad (Abandoned) Chippewa River Chippewa Falls Chippewa County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 13 4 Metal Deck Girder Fixed 0 9 1894 0 Lassig Bridge and Iron Works of Chicago, Illinois 7 8 160 48.77 907 276.45 0 0 https://historicbridges.org/wisconsin/chippewafalls/little_addchippewafallsrr_9214_small.jpg https://historicbridges.org/wisconsin/chippewafalls/little_addchippewafallsrr_9214.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/chippewafalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934970,-91.379210
742 Chipps Road Bridge This bridge has been damaged and is in bad condition. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.500960 -82.735900 Chipps Road (TR-122) Kokosing River Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 1955 Wrought Iron Bridge Company of Canton, Ohio 7 6 50 15.24 52.2 15.91 11.2 3.41 https://historicbridges.org/ohio/chipps5931134/little_chipps5931134_011_small.jpg https://historicbridges.org/ohio/chipps5931134/little_chipps5931134_011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/chipps5931134/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.500960,-82.735900
743 Choate Bridge Predating the existance of the country it resides in, this is the second oldest remaining bridge in the United States! The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Colonel John Choate. 42.679310 -70.837020 Main Street (MA-133, MA-1A) Ipswich River Ipswich Essex County, Massachusetts Massachusetts United States Stone Segmental Deck Arch Fixed 0 2 0 0 1764 1839 Colonel John Choate 10 10 30 9.14 72 21.95 26.6 8.11 https://historicbridges.org/massachusetts/choate/little_pict6313_small.jpg https://historicbridges.org/massachusetts/choate/little_pict6313.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/choate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.679310,-70.837020
747 Church Street Bridge This former vehicular bridge with a notable deck camber now serves non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.698060 -78.177940 Church Street (Old Alignment) Chesapeake and Ohio Canal Hancock Washington County, Maryland Maryland United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/maryland/candocanal/little_p1210428_small.jpg https://historicbridges.org/maryland/candocanal/little_p1210428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/candocanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.698060,-78.177940
749 ! Church Street Railroad Overpass This bridge has curved parallel chords to efficiently increase clearance for trains. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.650330 -75.082820 Church Street (CR-579) Railroad (Lehigh Valley) Bloomsbury Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Deck Girder Fixed 0 2 1910 1985 Unknown 5 6 81 24.69 129 39.32 13.8 4.21 https://historicbridges.org/newjersey/church/little_pict4657_small.jpg https://historicbridges.org/newjersey/church/little_pict4659.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/church/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.650330,-75.082820
751 Churchville Road Bridge Seldom has a bridge of this size had steel that came from so many different steel mills! The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.632860 -79.758860 Churchville Road Credit River Brampton Peel Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1911 0 Unknown 6 7 90 27.43 0 0 0 0 https://historicbridges.org/ontario/churchvilleroad/little_img_6711_small.jpg https://historicbridges.org/ontario/churchvilleroad/little_img_6711.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/churchvilleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.632860,-79.758860
753 Church Hill Road Bridge This bridge has a builder plaque that is upside down! The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.522530 -77.546530 Church Hill Road Middle Creek Rural Frederick County, Maryland Maryland United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1908 1994 York Bridge Company of York, Pennsylvania 6 5 65 19.81 65 19.81 11.5 3.51 https://historicbridges.org/maryland/churchhill/little_pict3607_small.jpg https://historicbridges.org/maryland/churchhill/little_img_1273.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/churchhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.522530,-77.546530
754 Cicero Avenue Bridge This bridge was originally designed with two truss lines, but a third line was added when the bridge was widened. The technical description of the main or most noteworthy span of the bridge is a 240.2 ft (73.21 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.819444 -87.743333 Cicero Avenue (IL-50) Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Strauss Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1927 1966 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 6 240.2 73.21 304 92.66 76 23.16 https://historicbridges.org/illinois/cicero/little_p1250716_small.jpg https://historicbridges.org/illinois/cicero/little_p1250716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cicero/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.819444,-87.743333
755 Cicero Avenue Cal-Sag Bridge This beautiful bridge is distinguished by its aesthetic bracing arches and its visually lightweight appearance. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.655440 -87.738360 Cicero Avenue (IL-50) Calumet Sag Channel Alsip Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1938 1984 Unknown 6 7 270 82.3 378 115.21 43.6 13.29 https://historicbridges.org/illinois/cicerosag/little_p1280088_small.jpg https://historicbridges.org/illinois/cicerosag/little_p1280088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cicerosag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.655440,-87.738360
757 Cincinnati Municipal Water Intake Bridge This unique and impressive bridge provides access to a beautiful stone pump house along the edge of the Ohio River. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.068730 -84.436910 Maintenance Access Ohio River Fort Thomas Campbell County, Kentucky Kentucky United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1906 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/kentucky/intake/bkg_2007-4%2010021_small.jpg https://historicbridges.org/kentucky/intake/2007-4%20026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/intake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.068730,-84.436910
758 Cincinnati Southern Railroad Bridge This large, unusual bridge has a complicated history. The technical description of the main or most noteworthy span of the bridge is a 519 ft (158.19 m) metal continuous multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. 39.098350 -84.541980 Railroad (Cincinnati Southern) Ohio River Ludlow and Cincinnati Kenton County, Kentucky and Hamilton County, Ohio Kentucky and Ohio United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 14 Continuous 3 Metal Baltimore Rivet-Connected Through Truss Movable: Vertical Lift 10 0 1922 0 American Bridge Company of New York, New York Ralph Modjeski 8 8 519 158.19 3240 987.55 32.3 9.85 https://historicbridges.org/kentucky/cincinnatisouthernohio/little_104_small.jpg https://historicbridges.org/kentucky/cincinnatisouthernohio/little_historica_2000058a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/cincinnatisouthernohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.098350,-84.541980
759 Cincinnati Southern New River Railroad Bridge Only the main span of this bridge remains, making this an unusual looking structure today. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 36.380450 -84.553000 Railroad (Abandoned Cincinnati Southern) New River Rural Scott County, Tennessee Tennessee United States Metal Pratt Pin-Connected Deck Truss Fixed 7 1 0 0 1908 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/tennessee/newriverold/little_dsc_0182_small.jpg https://historicbridges.org/tennessee/newriverold/little_dsc_0182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/newriverold/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.380450,-84.553000
760 Clairemont Avenue Railroad Bridge This bridge has four truss spans of varying details, including a rare pin-connected Warren truss span! The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. 44.797270 -91.525800 Railroad (Chippewa River State Rail-Trail) Chippewa River Eau Claire Eau Claire County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 8 3 Metal Warren Pin-Connected Through Truss Fixed 6 8 1886 1911 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York 8 8 145 44.2 670 204.22 0 0 https://historicbridges.org/wisconsin/clairemontavenue/little_addclairemont_1558_small.jpg https://historicbridges.org/wisconsin/clairemontavenue/little_addclairemont_1636.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/clairemontavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.797270,-91.525800
761 Clairton Boulevard Bridge This PWA project is a remarkably complete and largely unaltered example of an early interchange and associated overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.341610 -79.965730 Clairton Boulevard Lebanon Church Road (Curry Hollow Road) Pleasant Hills Allegheny County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 1981 Unknown 5 6 68 20.73 72 21.95 51.5 15.7 https://historicbridges.org/pennsylvania/currylebanoninterchange/little_currylebanoninterchange1813_small.jpg https://historicbridges.org/pennsylvania/currylebanoninterchange/little_currylebanoninterchange1813.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/currylebanoninterchange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.341610,-79.965730
762 Clarence Darrow Memorial Bridge North Pond Bridge This unusual girder bridge appears to sit on abutments that are older than the bridge itself. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.788380 -87.582840 Columbia Drive Jackson Park Lagoon (North Pond) Chicago Cook County, Illinois Illinois United States Metal Deck Girder Fixed 0 1 0 0 1895 0 Unknown 5 5 130 39.62 0 0 60 18.29 https://historicbridges.org/illinois/jacksonnorthlagoon/little_p1290142_small.jpg https://historicbridges.org/illinois/jacksonnorthlagoon/little_p1290142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksonnorthlagoon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.788380,-87.582840
764 Clarion Avenue Bridge This skewed bridge is among the longest spanning examples of a state standard pony truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.494070 -78.672560 Clarion Avenue (1st Avenue) East Branch Clarion River Johnsonburg Elk County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 9 1 0 0 1930 0 Unknown Pennsylvania State Highway Department 6 6 125 38.1 125 38.1 12 3.66 https://historicbridges.org/pennsylvania/clarionjohnsonburg/little_p1420771_small.jpg https://historicbridges.org/pennsylvania/clarionjohnsonburg/little_p1420771.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarionjohnsonburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494070,-78.672560
766 Clarks Bridge Iowa Bridge Number 349860 This impressive riveted truss bridge has very high trusses. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.464760 -92.038990 360th Street Upper Iowa River Rural Winneshiek County, Iowa Iowa United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Concrete Stringer (Multi-Beam) Fixed 0 1 1913 0 Unknown 6 6 120 36.58 152 46.33 15.7 4.79 https://historicbridges.org/iowa/clarks/little_dscf6182_small.jpg https://historicbridges.org/iowa/clarks/little_dscf6182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/clarks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.464760,-92.038990
768 Clark Street Bridge This is one of the largest and most impressive of the pony truss bascule bridges in downtown Chicago. The technical description of the main or most noteworthy span of the bridge is a 245.4 ft (74.8 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887500 -87.630833 Clark Street Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1929 1985 Ketler-Elliott Company of Chicago, Illinois City of Chicago 8 7 245.4 74.8 346 105.46 38.1 11.61 https://historicbridges.org/truss/clark/little_dscf6128_small.jpg https://historicbridges.org/truss/clark/little_dscf3494.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/clark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887500,-87.630833
769 Clarks Crossing Bridge This bridge is in the middle of nowhere and still has charm despite alteration. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.665510 -123.313250 Annapolis Road Gualala River Rural Sonoma County, California California United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1920 1971 Unknown 6 6 181 55.17 181 55.17 15.4 4.69 https://historicbridges.org/california/clarkscrossingbridge/little_day5_clarkscrossingbridge05902_small.jpg https://historicbridges.org/california/clarkscrossingbridge/little_day5_clarkscrossingbridge05902.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/clarkscrossingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.665510,-123.313250
771 Clarks Mills Bridge A very old Penn Bridge Company of Beaver Falls, Pennsylvania Bridge with remarkable historic integrity! The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 41.399800 -80.186870 Mill Road (TR-740) Little Shenango River Clarks Mills (Rural) Mercer County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1885 0 Penn Bridge Company of Beaver Falls, Pennsylvania 7 8 78 23.77 82 24.99 12.1 3.69 https://historicbridges.org/pennsylvania/clarksmills/little_pict8152_small.jpg https://historicbridges.org/pennsylvania/clarksmills/little_pict8152.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarksmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.399800,-80.186870
774 Claude Avenue Bridge This early box beam bridge served a road that has been cut off by a freeway. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Unknown. 42.985930 -83.738840 Claude Avenue Swartz Creek Flint Genesee County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1957 0 Unknown 2 5 57.7 17.59 60 18.29 26 7.92 https://historicbridges.org/michigan/claude/little_dscf4357_small.jpg https://historicbridges.org/michigan/claude/little_dscf4357.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/claude/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.985930,-83.738840
775 ! Clay Road Bridge A tiny little bridge with lattice guardrails enhances a scenic area. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.038140 -85.119150 Clay Road Union Drain 2 Rural Branch County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 5 1 0 0 1930 0 Unknown 3 4 22 6.71 26.2 7.99 14 4.27 https://historicbridges.org/beam/clay/bkg_smich38_small.jpg https://historicbridges.org/beam/clay/07hbme374.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/clay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.038140,-85.119150
776 Clay Road Bridge A good example of a small Brookville Bridge Company of Brookville, Ohio bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. 41.687590 -80.690280 Clay Road Mill Creek Rural Ashtabula County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1919 0 Brookville Bridge Company of Brookville, Ohio 5 5 47 14.33 50 15.24 16 4.88 https://historicbridges.org/ohio/clay/little_img_8008_small.jpg https://historicbridges.org/ohio/clay/little_img_8008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.687590,-80.690280
777 Claypool Road Bridge A traditionally composed bridge is part of one of the densest collection of metal truss bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.424340 -83.009430 Claypool Road (CR-146) Whetstone Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1913 1950 Unknown 5 5 109 33.22 111 33.83 13.8 4.21 https://historicbridges.org/ohio/claypool/little_img_6780_small.jpg https://historicbridges.org/ohio/claypool/little_img_6780.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/claypool/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.424340,-83.009430
778 Cleaver Road Bridge This is a very attractive and unaltered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.126060 -80.383660 Cleaver Road Whitemans Creek Rural Brant County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/cleaverroad/little_cleaverroad0327_small.jpg https://historicbridges.org/ontario/cleaverroad/little_cleaverroad0327.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cleaverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.126060,-80.383660
779 Clement Street Bridge Bay State Bridge An attractive structure with several unusual details. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.319070 -72.665160 Clement Street Mill River Northampton Hampshire County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1894 1984 Unknown 7 7 95 28.96 97 29.57 13.5 4.11 https://historicbridges.org/massachusetts/clement/little_pxl_20210926_190649655b_small.jpg https://historicbridges.org/massachusetts/clement/little_pxl_20210926_190649655b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/clement/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.319070,-72.665160
781 Cleveland Avenue Bridge A rare surviving example of a stringer bridge with both built-up beams and original railings. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.046120 -86.494930 Cleveland Avenue I-94 Lincoln Township Berrien County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 4 0 0 1960 0 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department 2 6 110 33.53 380 115.82 26 7.92 https://historicbridges.org/other/clevelandave/bkg_07hbme053_small.jpg https://historicbridges.org/other/clevelandave/07hbme098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/clevelandave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.046120,-86.494930
782 Cleveland Street Bridge A former trunkline bridge with historic and structural integrity, this is an impressive 90 foot plan example of a beautiful structure type. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.074580 -86.052280 Cleveland Street Crockery Creek Rural Ottawa County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1923 0 Price Brothers Company of Lansing, Michigan Michigan State Highway Department 7 8 88 26.82 90 27.43 23 7.01 https://historicbridges.org/concrete/cleveland2/little_dscf8353_small.jpg https://historicbridges.org/concrete/cleveland2/little_dscf8353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/cleveland2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.074580,-86.052280
784 Cleves Railroad Bridge A very long six span railroad truss bridge is quite an impressive sight. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 39.169360 -84.757900 Railroad (Central Railroad of Indiana) Great Miami River Cleves Hamilton County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 6 0 0 1913 0 Pennsylvania Steel Company of Steelton, Pennsylvania 7 7 0 0 0 0 0 0 https://historicbridges.org/ohio/clevesrr/little_pict0842_small.jpg https://historicbridges.org/ohio/clevesrr/little_pict0842.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevesrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169360,-84.757900
787 Clinchport Railroad Bridge This multi-span through truss has a noteworthy skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 36.672170 -82.748830 Railroad (Norfolk Southern) Clinch River Clinchport Scott County, Virginia Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 5 3 0 0 1909 0 Virginia Bridge and Iron Company of Roanoke, Virginia 6 6 0 0 0 0 0 0 https://historicbridges.org/virginia/clinchportrr/little_2008-62%20065_small.jpg https://historicbridges.org/virginia/clinchportrr/little_2008-62%20065.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/clinchportrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.672170,-82.748830
788 Clinton Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.163370 -73.363260 Clinton Avenue Merritt Parkway (CT-15) Westport Fairfield County, Connecticut Connecticut United States Metal Rigid-Frame Fixed 0 1 0 0 1940 1988 Mariani Construction Company of New Haven, Connecticut 6 6 88 26.82 93 28.35 30 9.14 https://historicbridges.org/connecticut/clinton/little_img_2257_small.jpg https://historicbridges.org/connecticut/clinton/little_img_2257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/clinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.163370,-73.363260
789 Clinton Bridge It would not cost much to make this attractive historic bridge like new if it recieves attention sooner rather than later. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.635470 -69.501350 Pleasant Street Sebasticook River Clinton Kennebec County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1936 0 American Bridge Company of New York, New York 6 6 184 56.08 190 57.91 22 6.71 https://historicbridges.org/maine/clinton/little_p1520780_small.jpg https://historicbridges.org/maine/clinton/little_p1520780.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/clinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.635470,-69.501350
790 Clinton Trail Bridge A small concrete t-beam bridge with paneled concrete railings. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.826640 -85.165150 Clinton Trail Duck Creek Rural Ionia County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1928 0 Unknown 1 1 21 6.4 23 7.01 20 6.1 https://historicbridges.org/michigan/clinton_duck/little_clintontrduckcr16_small.jpg https://historicbridges.org/michigan/clinton_duck/little_clintontrduckcr16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/clinton_duck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.826640,-85.165150
791 Clintonia Road Bridge This curved t-beam was sensitively rehabilitated, with deteriorated railing posts replaced with replicas. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.827150 -84.837120 Clintonia Road I-96 Rural Clinton County, Michigan and Ionia County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1957 2005 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department 2 2 83 25.3 281 85.65 26 7.92 https://historicbridges.org/michigan/clintonia/little_p1150038_small.jpg https://historicbridges.org/michigan/clintonia/little_p1140980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/clintonia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.827150,-84.837120
792 Clybourn Station Bridge This is a large, curved, and skewed concrete encased through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. 41.916320 -87.667650 Railroad (Metra Union Pacific North) Ashland Avenue and Cortland Street Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Through Girder Fixed 0 3 Concrete Slab Fixed 0 2 0 0 Unknown 2 1 62 18.9 300 91.44 0 0 https://historicbridges.org/illinois/clybournstation/little_p1440776_small.jpg https://historicbridges.org/illinois/clybournstation/little_p1440776.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/clybournstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916320,-87.667650
793 Clyde Hill Road Bridge The one surviving historic span on this bridge is one of the last works of the Morse Bridge Company in Ohio. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 41.745650 -80.999400 Clyde Hill Road Grand River Rural Ashtabula County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 1889 2003 Morse Bridge Company of Youngstown, Ohio 7 8 130 39.62 260 79.25 16.7 5.09 https://historicbridges.org/ohio/clydehillroadbridge/little_clydehillroadbridge0501_small.jpg https://historicbridges.org/ohio/clydehillroadbridge/little_clydehillroadbridge0501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clydehillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.745650,-80.999400
794 Dort Highway Railroad Overpass M-54 Railroad Overpass This attractive railroad overpass has since been altered by removal of its original railings. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.014450 -83.654550 Railroad (Canadian National) M-54 (Dort Highway) Flint Genesee County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 2 1936 0 Unknown 2 3 76.8 23.41 104 31.7 0 0 https://historicbridges.org/other/m54/little_img_0018_small.jpg https://historicbridges.org/other/m54/little_img_0018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/m54/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.014450,-83.654550
795 Pine River CN Railroad Bridge A traditional two span deck plate girder with some alterations. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.933880 -82.555210 Railroad (Canadian National) Pine River Rural St. Clair County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 0 American Bridge Company of New York, New York 1 1 0 0 0 0 0 0 https://historicbridges.org/other/pinerr/little_pict0011_small.jpg https://historicbridges.org/other/pinerr/little_pict0011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/pinerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.933880,-82.555210
796 Third Welland Canal CN Railway Bridge A rare camelback truss swing bridge no longer operates for boats since it crosses an abandoned section of canal, but still carries a lot of train traffic. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 43.137810 -79.176930 Railroad (Canadian National) Third Welland Canal Rural Niagara Region, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 7 7 180 54.86 180 54.86 0 0 https://historicbridges.org/truss/bypassrr/little_img_0025_small.jpg https://historicbridges.org/truss/bypassrr/little_img_0025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bypassrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137810,-79.176930
797 Coal Center Bridge Water Street Bridge A classic example of Penn Bridge Company of Beaver Falls, Pennsylvania design, this bridge in amazingly in decent shape. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.069520 -79.897230 Water Street Pike Run Coal Center Washington County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1888 1984 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 101 30.78 107 32.61 13.8 4.21 https://historicbridges.org/pennsylvania/coalcenter/little_pict9900_small.jpg https://historicbridges.org/pennsylvania/coalcenter/little_pict9900.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coalcenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.069520,-79.897230
798 Coates Bridge This unaltered concrete slab bridge with paneled railings has a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) concrete slab, fixed. The bridge was primarily built by Unknown. 39.772250 -76.047880 Glenroy Road (TR-306) Blackburn Run Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 2 0 0 1934 0 Unknown 1 1 18 5.49 42 12.8 19 5.79 https://historicbridges.org/pennsylvania/bridge323coates/little_coates002_small.jpg https://historicbridges.org/pennsylvania/bridge323coates/little_coates002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge323coates/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.772250,-76.047880
799 Coatesville Bridge This attractive stone arch forms a centerpiece for Coatesville. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) stone Segmental deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.982860 -75.824890 US-30 Business (Historic Lincoln Highway) West Branch Brandywine Creek Coatesville Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 Metal Stringer (Multi-Beam) Fixed 0 1 1914 0 Dunleavy Brothers of Coatesville, Pennsylvania Nathan R. Rambo 6 6 50 15.24 114 34.75 45.3 13.81 https://historicbridges.org/pennsylvania/bridge247coatesville/little_bridge247coatesville022_small.jpg https://historicbridges.org/pennsylvania/bridge247coatesville/little_bridge247coatesville022.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge247coatesville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.982860,-75.824890
800 Coatesville High Bridge This is a large and impressive stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.984240 -75.826540 Railroad (Amtrak and Norfolk Southern) West Branch Brandywine Creek, PA-82, and Keystone Corridor Coatesville Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 12 0 0 1904 0 Unknown 7 7 88 26.82 934 284.68 52 15.85 https://historicbridges.org/pennsylvania/coatesvilleviaduct/little_coatesvilleviaduct002_small.jpg https://historicbridges.org/pennsylvania/coatesvilleviaduct/little_coatesvilleviaduct002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coatesvilleviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.984240,-75.826540
802 Cochrans Mill Road Bridge This stone arch bridge is unaltered and in good condition. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.292920 -79.970190 Cochrans Mill Road (PA-) Lick Run Jefferson Allegheny County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1901 0 Unknown 6 6 24 7.32 24 7.32 16.4 5 https://historicbridges.org/pennsylvania/cochransmillsroad/little_cochranmillroad1739_small.jpg https://historicbridges.org/pennsylvania/cochransmillsroad/little_cochranmillroad1739.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cochransmillsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.292920,-79.970190
803 Cochran Road Bridge This unusual bridge does not follow the usual state standard plan for its type. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. 42.544444 -84.835556 Cochran Road (BL-69) Battle Creek River Charlotte Eaton County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 0 E. C. Nolan and Son of Detroit, Michigan 2 5 45 13.72 45 13.72 27 8.23 https://historicbridges.org/michigan/cochran/little_p1340715_small.jpg https://historicbridges.org/michigan/cochran/little_p1340715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cochran/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.544444,-84.835556
804 Cogley Bridge Pebble Road Bridge This pony truss features an attractive mix of lattice and v-lacing on its members. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.847380 -79.363650 Pebble Road (TR-738) South Branch Bear Creek Rural Armstrong County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1910 1971 Unknown 5 5 49 14.94 54 16.46 13.5 4.11 https://historicbridges.org/pennsylvania/pebble/little_pict8673_small.jpg https://historicbridges.org/pennsylvania/pebble/little_pict8673.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pebble/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.847380,-79.363650
805 Cokes Bridge This is a small but beautiful example of the unusual brick and stone combination bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by R. T. Meredith. The bridge was primarily designed by Nathan R. Rambo. 40.008030 -75.465220 Whitehorse Road (PA-1005) Crum Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 1904 0 R. T. Meredith Nathan R. Rambo 7 7 25 7.62 28 8.53 15.7 4.79 https://historicbridges.org/pennsylvania/chester161coxes/little_coxesbridge3_small.jpg https://historicbridges.org/pennsylvania/chester161coxes/little_coxesbridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester161coxes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008030,-75.465220
806 L Colby Street Railroad Overpass BR-31 Railroad Overpass This bridge is far wider than its tiny length, and is noted for its use of a rare railing design. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Owen-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. 43.409720 -86.349160 Colby Street (BR-31) Railroad (Rail-Trail) Rural Muskegon County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1933 0 Owen-Ames-Kimball Company Michigan State Highway Department 1 2 22 6.71 22 6.71 54 16.46 https://historicbridges.org/michigan/whitehallrailtrail/little_whitehallrrbus3112_small.jpg https://historicbridges.org/michigan/whitehallrailtrail/little_whitehallrrbus3112.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitehallrailtrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.409720,-86.349160
808 L Cole Road Bridge This small and charming bridge sits overgrown and on the verge of collapse. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.949800 -84.341870 Cole Road Fitts Creek Rural Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1897 0 Unknown 5 6 38.7 11.8 40 12.19 16 4.88 https://historicbridges.org/truss/cole/lenawee279_small.jpg https://historicbridges.org/truss/cole/lenawee278.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cole/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.949800,-84.341870
810 ! Collier Ridge Road Arch Bridge Dearborn County Bridge 54 This bridge is a small, but attractive and unaltered example of its type. The technical description of the main or most noteworthy span of the bridge is a 42.3 ft (12.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.168450 -84.931290 Collier Ridge Road Branch West Fork Tanners Creek Rural Dearborn County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 6 42.3 12.89 49 14.94 0 0 https://historicbridges.org/indiana/collierridgearch/little_dscf7604_small.jpg https://historicbridges.org/indiana/collierridgearch/little_dscf7604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/collierridgearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.168450,-84.931290
811 Como Park Golf Course Bridge This is an attractive stone and red brick arch bridge, today part of a golf course. The technical description of the main or most noteworthy span of the bridge is a stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 44.983940 -93.145760 Golf Course Path Park Lagoon St. Paul Ramsey County, Minnesota Minnesota United States Stone and Brick Elliptical Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/minnesota/comoparkgolfcourse/little_comoparkgolfcourse4108_small.jpg https://historicbridges.org/minnesota/comoparkgolfcourse/little_comoparkgolfcourse4108.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/comoparkgolfcourse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.983940,-93.145760
812 Concession Road 2 Sunnidale Bridge This is a small pony truss on a quiet rural road on the edge of Minesing Wetlands Conservation Area. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.355680 -79.893660 Concession Road 2 Sunnidale Mad River Rural Simcoe County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 60 18.29 60 18.29 0 0 https://historicbridges.org/ontario/sunnidaleconcession2/little_p1560923_small.jpg https://historicbridges.org/ontario/sunnidaleconcession2/little_p1560923.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sunnidaleconcession2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.355680,-79.893660
816 L Collingwood Street Bridge Creemore Bridge This beautiful heritage bridge is a noteworthy local feature of Creemore. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.J. Dumond Contractors of Brentwood, Ontario and Hamilton Bridge Company of Hamilton, Ontario. 44.322750 -80.108610 Collingwood Street Mad River Creemore Simcoe County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1913 1980 J.J. Dumond Contractors of Brentwood, Ontario and Hamilton Bridge Company of Hamilton, Ontario 7 7 102 31.09 104.6 31.88 14.3 4.36 https://historicbridges.org/ontario/creemore/little_p1560786_small.jpg https://historicbridges.org/ontario/creemore/little_p1560786.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creemore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.322750,-80.108610
817 ! Collins Street Bridge Bridge Street Bridge This bridge is an extremely early example of riveted connections and has an unusual truss design as well. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren (No Verticals) deck truss, fixed. The bridge was primarily built by Unknown. 40.683540 -76.186290 Collins Street Schuylkill River and Railroad (Reading, Blue Mountain, and Northern) Pottsville Schuylkill County, Pennsylvania Pennsylvania United States Metal Warren (No Verticals) Rivet-Connected Deck Truss Fixed 4 4 0 0 1894 1997 Unknown 8 8 85 25.91 292 89 24.6 7.5 https://historicbridges.org/pennsylvania/collins/little_img_20191102_130726_small.jpg https://historicbridges.org/pennsylvania/collins/little_img_20191102_130726.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/collins/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.683540,-76.186290
818 Colonel John Joseph Tominac Memorial Bridge This is a late example of a truss bridge but is noted for its very large main span. The technical description of the main or most noteworthy span of the bridge is a 480 ft (146.3 m) metal bolt-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Peth and Reed of Pittsburgh, Pennsylvania. 40.338550 -78.894220 Maple Avenue (PA-271) Little Conemaugh River and Railroad (Norfolk Southern) Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Pennsylvania Bolt-Connected Through Truss Fixed 0 2 Metal Stringer (Multi-Beam) Fixed 0 3 1958 1997 Unknown Peth and Reed of Pittsburgh, Pennsylvania 5 6 480 146.3 934 284.68 42.3 12.89 https://historicbridges.org/pennsylvania/tominac/little_dscf3383_small.jpg https://historicbridges.org/pennsylvania/tominac/little_dscf3383.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tominac/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.338550,-78.894220
820 Columbia - Wrightsville Bridge Veterans Memorial Bridge This extremely ornate bridge was the longest concrete arch highway bridge in the world when completed and it remains today in excellent shape. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Wiley-Maxon Construction Company of Dayton, Ohio. The bridge was primarily designed by James B. Long and W. C. Frey. 40.028880 -76.516960 PA-462 Susquehanna River, PA-624, and Railroad (Norfolk Southern) Columbia and Wrightsville York County, Pennsylvania and Lancaster County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 28 Concrete Curved T-Beam Fixed 0 20 1929 1988 Wiley-Maxon Construction Company of Dayton, Ohio James B. Long and W. C. Frey 10 10 185 56.39 6657 2029.05 38 11.58 https://historicbridges.org/pennsylvania/columbiawrightsville/little_dscf1992_small.jpg https://historicbridges.org/pennsylvania/columbiawrightsville/little_dscf1992.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/columbiawrightsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.028880,-76.516960
821 Columbia Drain Private Bridge One of the larger and more impressive private truss bridges in Huron County. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents. 43.715690 -83.371650 Private Trail Columbia Drain Rural Huron County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio, Smith - Wynkoop and McGormley Agents 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/columbia/little_pict8569_small.jpg https://historicbridges.org/michigan/columbia/little_pict8569.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/columbia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.715690,-83.371650
822 Columbia Park Bridge Bridge Number 93844 This beautiful bridge is an old, largely unaltered, and unusual example of a steel arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal two-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by Gillette-Herzog Manufacturing Company of Minneapolis, Minnesota. 45.028110 -93.251570 Golf Course Path Railroad (BNSF) Minneapolis Hennepin County, Minnesota Minnesota United States Metal Braced Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 1896 0 Gillette-Herzog Manufacturing Company of Minneapolis, Minnesota 7 8 0 0 0 0 0 0 https://historicbridges.org/minnesota/columbiagolfcourse/little_columbiagolfcourse4697_small.jpg https://historicbridges.org/minnesota/columbiagolfcourse/little_columbiagolfcourse4697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/columbiagolfcourse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.028110,-93.251570
823 Columbia Railroad Bridge This bridge appears to be a later example of an unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. 31.287210 -85.095290 Railroad (Norfolk Southern) (Central of Georgia Railroad) Chattahoochee River Columbia Houston County, Alabama and Early County, Georgia Alabama and Georgia United States Metal Modified Warren (Subdivided) Bolt-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/georgia/columbiarr/little_136_small.jpg https://historicbridges.org/georgia/columbiarr/little_136.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/columbiarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.287210,-85.095290
824 Columbiaville Bridge This standard deck plate girder is only noteworthy for its location in a scenic area. The technical description of the main or most noteworthy span of the bridge is a 60.5 ft (18.44 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.158690 -83.410930 Railroad (Southern Links Rail-Trail) Flint River Columbiaville Lapeer County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 1 2 60.5 18.44 121 36.88 15 4.57 https://historicbridges.org/michigan/columbiaville/little_apr22_columbiaville_20220402_150833_small.jpg https://historicbridges.org/michigan/columbiaville/little_apr22_columbiaville_20220402_150833.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/columbiaville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.158690,-83.410930
825 Columbus Avenue Bridge Washington Avenue Bridge / Warner Street Bridge This altered bridge remains noteworthy because of its unusual sharply curved design. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.458560 -80.023710 Columbus Avenue Railroad (Norfolk Southern) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 8 2 Metal Through Girder Fixed 0 1 1907 1990 Unknown 5 5 107 32.61 237 72.24 27.9 8.5 https://historicbridges.org/pennsylvania/columbusavenue/swpenn072108_small.jpg https://historicbridges.org/pennsylvania/columbusavenue/swpenn072104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/columbusavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.458560,-80.023710
826 Columbus Drive Bridge William P. Fahey Bridge This non-historic bridge is listed only for comparitive purposes and for continuity of those using this website for a river tour. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal non-historic, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago and Envirodyne Engineers Inc.. 41.888610 -87.620550 Columbus Drive Chicago River Chicago Cook County, Illinois Illinois United States Metal Non-Historic Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1982 0 Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York City of Chicago and Envirodyne Engineers Inc. 0 0 269 81.99 389 118.57 90 27.43 https://historicbridges.org/illinois/columbus/little_dscf6054_small.jpg https://historicbridges.org/illinois/columbus/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/columbus/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888610,-87.620550
827 L Columbus Road Bridge Funded by Depression programs, this bridge retains excellent integrity and features an extremely rare incline. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Camelback through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Ralph L. Harding of Cleveland, Ohio. 41.488390 -81.700520 Columbus Road Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Camelback Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 11 1 Metal Stringer (Multi-Beam) Fixed 0 4 1940 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Ralph L. Harding of Cleveland, Ohio 7 9 220 67.06 359 109.42 42 12.8 https://historicbridges.org/ohio/columbus/cleveland0100_small.jpg https://historicbridges.org/ohio/columbus/cleveland1088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbus/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.488390,-81.700520
828 Commerce Street Bridge A relatively long span rigid frame span over a water feature. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete rigid-frame, fixed. The bridge was primarily built by Arthur R. Henry Inc.. 39.429220 -75.236200 Commerce Street Cohansey River Bridgeton Cumberland County, New Jersey New Jersey United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Arthur R. Henry Inc. 4 4 80 24.38 90 27.43 32.2 9.81 https://historicbridges.org/newjersey/commercestreet/little_commercestreet014_small.jpg https://historicbridges.org/newjersey/commercestreet/little_commercestreet014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/commercestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.429220,-75.236200
831 Conestogo Bridge This spectacular two-span truss bridge is one of the oldest metal bridges remaining in Canada! The technical description of the main or most noteworthy span of the bridge is a 130.6 ft (39.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.538630 -80.505220 Glasgow Street Conestoga River Conestogo Waterloo Region, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1886 1926 Hamilton Bridge Company of Hamilton, Ontario 9 9 130.6 39.81 261 79.55 18 5.49 https://historicbridges.org/ontario/conestogo/little_p1550895_small.jpg https://historicbridges.org/ontario/conestogo/little_p1550895.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/conestogo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.538630,-80.505220
833 Concession A Road Bridge This bridge has been closed to traffic but would be worth rehabilitating and reopening for vehicular use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.603420 -80.501030 Concession A Road Big Creek Rural Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionaroad/little_p1600184_small.jpg https://historicbridges.org/ontario/concessionaroad/little_p1600184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionaroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.603420,-80.501030
840 Cone Road Private Bridge This example of a stringer bridge with lattice railing serves a driveway. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is privately owned but is right next to a public road. 42.033052 -83.697598 Private Drive Cone Road Drain Rural Monroe County, Michigan Michigan United States This bridge is privately owned but is right next to a public road. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/cone/little_p1130014_small.jpg https://historicbridges.org/michigan/cone/little_p1130014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.033052,-83.697598
843 Congress Parkway Bridge Wagner Memorial Bridge, Ida B. Wells Drive Bridge One of the most unusually designed of the Chicago bridges, because it uses the Warren truss configuration rather than the Pratt. The technical description of the main or most noteworthy span of the bridge is a 221.5 ft (67.51 m) metal rivet-connected Warren deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. 41.875630 -87.636740 Congress Parkway (Ida B. Wells Drive) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 0 2 1956 2010 Overland Construction Company of Chicago, Illinois 6 6 221.5 67.51 335 102.11 83.7 25.51 https://historicbridges.org/illinois/congress/little_chicagocongressparkway6495_small.jpg https://historicbridges.org/illinois/congress/little_chicagocongressparkway6495.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/congress/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.875630,-87.636740
845 Congress Street Bridge One of several historic movable bridges in this area of Boston. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 42.351667 -71.051389 Congress Street Fort Point Channel Boston Suffolk County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule Heel Trunnion 0 2 Metal Deck Girder Movable: Double Leaf Bascule 0 8 1930 2008 Boston Bridge Works of Boston, Massachusetts Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 93.8 28.59 547 166.73 40 12.19 https://historicbridges.org/massachusetts/congress/little_pict6213_small.jpg https://historicbridges.org/massachusetts/congress/little_pict6213.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/congress/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.351667,-71.051389
846 Congress Street Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete rigid-frame, fixed. The bridge was primarily built by Edward E. Bray Construction Company of Bridgeport, Connecticut. 41.190130 -73.299490 Congress Street Merritt Parkway (CT-15) Fairfield Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 0 Edward E. Bray Construction Company of Bridgeport, Connecticut 6 6 63 19.2 72 21.95 30 9.14 https://historicbridges.org/connecticut/congress/little_img_2324_small.jpg https://historicbridges.org/connecticut/congress/little_img_2324.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/congress/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.190130,-73.299490
847 Conrail Little Calumet River Railroad Bridge One of a number of railroad truss bridges on the Little Calumet River. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.639180 -87.566740 Railroad (Conrail) Little Calumet River Calumet City Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 1958 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/illinois/littlecalumetrr2/little_p1250860_small.jpg https://historicbridges.org/illinois/littlecalumetrr2/little_p1250860.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.639180,-87.566740
848 Cons Road Bridge County Bridge Number 13 This bridge is one of several bridges displaying the same uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 41.696940 -76.601670 Cons Road (TR-350) Towanda Creek Rural Bradford County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 5 1 0 0 1904 1962 Owego Bridge Company of Owego, New York 7 8 90 27.43 91 27.74 13.5 4.11 https://historicbridges.org/pennsylvania/cons/newyork0820_small.jpg https://historicbridges.org/pennsylvania/cons/newyork0820.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cons/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696940,-76.601670
849 Cooke Road Bridge Gaddis Ford Bridge This exceedingly rare Melan arch is among the oldest concrete bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Buckeye Portland Cement Company of Bellefontaine, Ohio. The bridge was primarily designed by William H. Pratt. 40.512070 -82.614520 Cooke Road Tributary North Branch Kokosing River Rural Knox County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1896 0 Buckeye Portland Cement Company of Bellefontaine, Ohio William H. Pratt 9 9 50 15.24 52.2 15.91 13 3.96 https://historicbridges.org/ohio/cooke4236580/little_cooke4236580_037_small.jpg https://historicbridges.org/ohio/cooke4236580/little_cooke4236580_037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cooke4236580/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.512070,-82.614520
850 Cool Spring Creek Bridge One of two similar bridges in the county that are only known remaining examples of their kind in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on what is today a private drive. 41.261670 -80.184390 Private Drive (Former US-62 Alignment) Cool Spring Creek Rural Mercer County, Pennsylvania Pennsylvania United States This bridge is on what is today a private drive. Concrete Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/old62girder2/little_img_9340_small.jpg https://historicbridges.org/pennsylvania/old62girder2/little_img_9340.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old62girder2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.261670,-80.184390
852 Coopersville and Marne Railroad Overpass It is possible that this plate girder overpass may be very old example of its type. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.029640 -85.790500 Railroad (Coopersville and Marne) Railroad (Abandoned Muskegon, Grand Rapids, and Indiana Railroad) Rural Ottawa County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/michigan/coopersville2/little_coopersvillemarnerrabandonedgrade4_small.jpg https://historicbridges.org/michigan/coopersville2/little_coopersvillemarnerrabandonedgrade4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/coopersville2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.029640,-85.790500
854 Copper Creek Viaduct An impressive high level bridge structure. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Millard-Quigg Construction Company of Philadelphia, Pennsylvania. 36.655360 -82.744450 Railroad (CSX and Norfolk Southern) (Former Clinchfield Railroad) Copper Creek Rural Scott County, Virginia Virginia United States Metal Deck Girder Fixed 0 19 0 0 1908 0 Millard-Quigg Construction Company of Philadelphia, Pennsylvania 6 6 70 21.34 1091 332.54 0 0 https://historicbridges.org/virginia/coppercreekviaduct/little_2008-62%20033_small.jpg https://historicbridges.org/virginia/coppercreekviaduct/little_2008-62%20033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/coppercreekviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.655360,-82.744450
855 ! Copps Mine Road Bridge An attractive pony truss is buried back on this rural road, rewarding all who venture down the road. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 46.445090 -89.694190 Copps Mine Road Presque Isle River Rural Gogebic County, Michigan Michigan United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1906 0 Unknown 5 7 68 20.73 70 21.34 12 3.66 https://historicbridges.org/michigan/coppsmine/main_small.jpg https://historicbridges.org/michigan/coppsmine/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/coppsmine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.445090,-89.694190
857 Cortland Street Bridge West Clybourn Place Bridge Easily the most significant Chicago bridge, this ornate bridge was the first trunnion bascule bridge ever built! The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago. 41.916970 -87.664160 Cortland Street North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Fixed Trunnion 14 1 Metal Stringer (Multi-Beam) Fixed 0 4 1901 1997 American Bridge Company of New York, New York City of Chicago 9 10 128 39.01 217 66.14 36 10.97 https://historicbridges.org/truss/cortland/cortland_small.jpg https://historicbridges.org/truss/cortland/little_brg_1662_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cortland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916970,-87.664160
859 Comstock Road Bridge A 1930s/40s style beam bridge was partially restored. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.144240 -82.651910 Comstock Road Silver Creek (Eves Drain) Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1939 0 Unknown 2 2 29 8.84 59.7 18.2 20 6.1 https://historicbridges.org/beam/comstock/little_apr22_comstock_20220402_133224_small.jpg https://historicbridges.org/beam/comstock/little_apr22_comstock_20220402_133224.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/comstock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.144240,-82.651910
860 Concord Railroad Bridge This small riveted deck plate girder is being reused for a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.180390 -84.635920 Railroad (Falling Waters Rail-Trail) Mill Pond (North Branch Kalamazoo River) Concord Jackson County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1932 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/michigan/concord/little_dscf4693_small.jpg https://historicbridges.org/michigan/concord/little_dscf4693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/concord/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.180390,-84.635920
862 Connersville Railroad Bridge A three span railroad bridge sits hiding behind the trees. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.643970 -85.125250 Railroad (Baltimore and Ohio) Whitewater River Connersville Fayette County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 6 3 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/indiana/connersvillerr/little_101_small.jpg https://historicbridges.org/indiana/connersvillerr/little_101.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/connersvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.643970,-85.125250
865 Coventryville Bridge A tiny but well-preserved stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.173990 -75.695880 Old Ridge Road Rock Run Coventryville Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/coventryville/little_snow038_small.jpg https://historicbridges.org/pennsylvania/coventryville/little_snow038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coventryville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.173990,-75.695880
866 Barnard Bridge Putnam County Bridge 45 / Hendricks County Bridge 264 Sitting relatively high above the river for a bridge of its kind, this bridge is a good example of a riveted Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.830630 -86.686690 County Line Road (CR-900 East) Big Walnut Creek Rural Hendricks County, Indiana and Putnam County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1915 0 Unknown 6 6 140 42.67 140.8 42.92 15.7 4.79 https://historicbridges.org/indiana/900east/little_dscf4877_small.jpg https://historicbridges.org/indiana/900east/little_dscf4877.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/900east/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.830630,-86.686690
867 Cove Road Bridge Bridge E-61 This bridge is a rare example of an Erie Canal truss bridge that follows a Parker truss configuration. The technical description of the main or most noteworthy span of the bridge is a 183.7 ft (55.99 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 43.202270 -75.712210 Cove Road Erie Canal (New York State Barge Canal) Rural Oneida County, New York New York United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Concrete Slab Fixed 0 4 1908 1955 Groton Bridge Company of Groton, New York 8 8 183.7 55.99 302.8 92.29 15 4.57 https://historicbridges.org/newyork/sylvanbeach/little_sylvanbch13_small.jpg https://historicbridges.org/newyork/sylvanbeach/little_sylvanbch13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sylvanbeach/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.202270,-75.712210
868 County Line Road Bridge This bridge is an intact example of a bridge type not normally built or found in New York State. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 43.239890 -77.996750 County Line Road East Branch Sandy Creek Rural Monroe County, New York and Orleans County, New York New York United States Concrete Through Girder Fixed 0 2 0 0 1928 0 Unknown 5 6 24 7.32 54.8 16.7 24 7.32 https://historicbridges.org/newyork/countylineroad/little_p1420303_small.jpg https://historicbridges.org/newyork/countylineroad/little_p1420303.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/countylineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.239890,-77.996750
869 County Park Road Bridge This bridge is among the larger of the stone arch bridges in Chester County. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.936900 -75.729530 County Park Road West Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 4 0 0 1908 0 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 7 6 47 14.33 144 43.89 16 4.88 https://historicbridges.org/pennsylvania/chester325phillips/little_bridge32521_small.jpg https://historicbridges.org/pennsylvania/chester325phillips/little_bridge3258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester325phillips/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.936900,-75.729530
870 County Park Road Bridge This through plate girder is flanked by small stone arch spans at each end. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, fixed. The bridge was primarily built by Morris Knauer. The bridge was primarily designed by Nathan R. Rambo. 40.169820 -75.725370 County Park Road French Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 Stone Segmental Deck Arch Fixed 0 2 1915 0 Morris Knauer Nathan R. Rambo 6 6 50 15.24 88 26.82 17.4 5.3 https://historicbridges.org/pennsylvania/bridge259knauertown/little_bridge259knauertown024_small.jpg https://historicbridges.org/pennsylvania/bridge259knauertown/little_bridge259knauertown024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge259knauertown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.169820,-75.725370
872 Court Street Bridge The only surviving concrete curved chord through girder bridge in Arenac County, it is unusual to see this type on a dirt road! The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Frank and Stiehl of Au Gres, Michigan. The bridge was primarily designed by Michigan State Highway Department. 44.108640 -83.696260 Court Street Road Silver Creek Rural Arenac County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1926 0 Frank and Stiehl of Au Gres, Michigan Michigan State Highway Department 7 7 90 27.43 94.8 28.9 20 6.1 https://historicbridges.org/concrete/court/little_p1320135_small.jpg https://historicbridges.org/concrete/court/little_p1320135.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/court/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.108640,-83.696260
873 L Court Street Bridge A poorly designed rehabilitation destroys an opportunity to maintain the modest beauty in this small bridge. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal stringer (multi-beam), fixed. The bridge was primarily built by P. E. Mason Company of Sandusky, Michigan. The bridge was primarily designed by G. J. McLravy and Sons of Lansing, Michigan. 43.053050 -83.309430 Court Street Farmers Creek Lapeer Lapeer County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1951 0 P. E. Mason Company of Sandusky, Michigan G. J. McLravy and Sons of Lansing, Michigan 1 1 32.8 10 34.8 10.61 44 13.41 https://historicbridges.org/michigan/lapeercourt/little_p1540408_small.jpg https://historicbridges.org/michigan/lapeercourt/little_p1540408.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lapeercourt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.053050,-83.309430
874 Court Street Bridge Although heavilly altered, this bridge, once part of a larger viaduct, is still important for its large, visually striking arch span. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Illinois Bridge Company of Chicago, Illinois. 43.008140 -83.697800 Court Street (M-21) Swartz Creek Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1914 1963 Illinois Bridge Company of Chicago, Illinois 3 5 59.7 18.2 79.7 24.29 50 15.24 https://historicbridges.org/michigan/m21flint/little_pict6854_small.jpg https://historicbridges.org/michigan/m21flint/little_pict6854.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21flint/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.008140,-83.697800
875 Cove Road Bridge This is a good example of small-scale t-beam construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.946800 -82.708850 Cove Road Unnamed Creek Rural St. Clair County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1921 0 Unknown 2 2 22 6.71 26.2 7.99 19.4 5.91 https://historicbridges.org/michigan/cove/07photos462_small.jpg https://historicbridges.org/michigan/cove/07photos462.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.946800,-82.708850
876 Covington and Newport Railroad Bridge A large three span railroad truss bridge provides interest to an otherwise unsightly junkyard area. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 39.076830 -84.497590 Railroad (CSX) Licking River Covington and Newport Campbell County, Kentucky and Kenton County, Kentucky Kentucky United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 3 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/kentucky/covingtonrr/little_pict1713_small.jpg https://historicbridges.org/kentucky/covingtonrr/little_pict1713.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/covingtonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.076830,-84.497590
878 Cowling Road Bridge Old Gross Bridge This is one of the most unusual and fascinating concrete arch bridges in Michigan, a pre-1909 arch bridge composed of unreinforced concrete! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by William Gross. 41.970480 -85.649240 Cowling Road (Old Alignment) Rocky River Rural St. Joseph County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 0 0 William Gross 8 9 0 0 0 0 0 0 https://historicbridges.org/other/cowling/bkg_smich13_small.jpg https://historicbridges.org/other/cowling/smich054.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/cowling/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.970480,-85.649240
879 CP Railroad Private Overpass An unaltered example of a wooden railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.991900 -81.318100 Private Drive Railroad (Canadian Pacific) London Middlesex County, Ontario Ontario Canada Wood Stringer (Multi-Beam) Fixed 0 5 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/ontario/privaterr/little_privatebridge1_small.jpg https://historicbridges.org/ontario/privaterr/little_privatebridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/privaterr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991900,-81.318100
880 Craig Road Bridge An excellent example of the work done by the Youngstown Bridge Company of Youngstown, Ohio in the late 19th Century. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. 41.702520 -80.125830 Craig Road (TR-600) Woodcock Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1896 1994 Youngstown Bridge Company of Youngstown, Ohio 7 7 74.2 22.62 80 24.38 15 4.57 https://historicbridges.org/pennsylvania/craig/little_craigroadadd1706_small.jpg https://historicbridges.org/pennsylvania/craig/little_craigroadadd1706.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/craig/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.702520,-80.125830
881 Crawford Avenue Bridge Pulaski Road Bridge This bridge is significant since it is one of the oldest truss bridges on this waterway. The technical description of the main or most noteworthy span of the bridge is a 207 ft (63.09 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 41.651500 -87.718750 Crawford Avenue (Pulaski Road) Calumet Sag Channel Robbins Cook County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 3 1932 1971 McClintic-Marshall Company of Pittsburgh, Pennsylvania 6 7 207 63.09 335 102.11 40 12.19 https://historicbridges.org/illinois/pulaskicrawford/little_p1280045_small.jpg https://historicbridges.org/illinois/pulaskicrawford/little_p1280045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pulaskicrawford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.651500,-87.718750
882 Creek Road Bridge This half-hip pony had tall trusses and unusual decorative rivets on the railing. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.759722 -80.239167 Creek Road (TR-751) Cussewago Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1895 1993 Unknown 6 5 68 20.73 72 21.95 14.8 4.51 https://historicbridges.org/pennsylvania/creek/bkg_swpenn1552_small.jpg https://historicbridges.org/pennsylvania/creek/swpenn073821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/creek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.759722,-80.239167
885 Crozer Street Bridge A former trunk line bridge, this is an early surviving example of a concrete girder bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete through girder, fixed. The bridge was primarily built by R. L. Ericson of Bessemer, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.274820 -89.177940 Crozer Street Middle Branch Ontonagon River Watersmeet Gogebic County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1919 0 R. L. Ericson of Bessemer, Michigan Michigan State Highway Department 4 6 34 10.36 35 10.67 18 5.49 https://historicbridges.org/michigan/crozerstreet/little_crozerstreet_4335_small.jpg https://historicbridges.org/michigan/crozerstreet/little_crozerstreet_4335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crozerstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.274820,-89.177940
891 CR-22 Bean Creek Bridge This is a long-abandoned through truss that is in good condition so long as a tree does not fall on it. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.631740 -84.287200 CR-22 Bean Creek Rural Fulton County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1910 0 Unknown 7 7 123 37.49 126 38.4 13 3.96 https://historicbridges.org/truss/cr22/lenawee177_small.jpg https://historicbridges.org/truss/cr22/lenawee177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cr22/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.631740,-84.287200
892 CR-22 Old Bean Creek Bridge An forgotten pony truss with unusual v-laced railings remains back on this abandoned road. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.626410 -84.286980 CR-22 Old Bean Creek Rural Fulton County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1919 0 Unknown 6 6 47 14.33 50 15.24 13.5 4.11 https://historicbridges.org/ohio/cr22b/little_pict8085_small.jpg https://historicbridges.org/ohio/cr22b/little_pict8085.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr22b/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.626410,-84.286980
893 Brentwood Camp Bridge CR-43 Bridge A classic riveted through truss is a worthwhile stop for anyone passing through the area. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.295400 -78.057440 Camp Road (CR-43) Angelica Creek Rural Allegany County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1930 0 Unknown 5 5 119.8 36.52 126 38.4 16.7 5.09 https://historicbridges.org/newyork/cr43/newyork0387_small.jpg https://historicbridges.org/newyork/cr43/newyork0380.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr43/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295400,-78.057440
894 Paint Creek 4 Mile Road Bridge CR-45 Bridge One of a handful of remaining Champion Bridge Company of Wilmington, Ohio bridges in Preble County built in the late 50s and early 60s. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.655120 -84.685540 CR-45 (Paint Creek 4 Mile Road) Paint Creek Rural Preble County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1960 0 Champion Bridge Company of Wilmington, Ohio 4 3 64 19.51 73.2 22.31 20 6.1 https://historicbridges.org/ohio/paintcreek4mile/little_pict2424_small.jpg https://historicbridges.org/ohio/paintcreek4mile/little_pict2424.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/paintcreek4mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.655120,-84.685540
895 CR-45 Bridge Small, traditional truss bridges like this should not be overlooked. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.405740 -91.992620 CR-45 (Monroe Road 756) Turkey Creek Rural Monroe County, Missouri Missouri United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1930 0 Unknown 5 4 36 10.97 37 11.28 12.1 3.69 https://historicbridges.org/missouri/cr45/little_dscf6034_small.jpg https://historicbridges.org/missouri/cr45/little_dscf6034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr45/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.405740,-91.992620
896 CR-52 Bridge This bridge may be tiny, yet it was built at a time when even small bridges were designed to look nice. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.458730 -85.675520 CR-52 Unnamed Drain Rural Elkhart County, Indiana Indiana United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/indiana/cr52/07photos143_small.jpg https://historicbridges.org/indiana/cr52/07photos142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr52/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.458730,-85.675520
897 Calispell Ridge Road Bridge CR-58 Bridge A relatively early example of an Oregonia Bridge Company truss bridge. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. 38.714540 -81.934920 Calispell Ridge Road (CR-58) Thirteen Mile Creek Rural Mason County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1904 0 Oregonia Bridge Company of Lebanon, Ohio 6 7 119 36.27 124 37.8 12 3.66 https://historicbridges.org/wvirginia/cr58/bkg_07march328_small.jpg https://historicbridges.org/wvirginia/cr58/07march0829.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr58/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.714540,-81.934920
898 CR-71 Bridge Monroe Road 859 Bridge A rare and historically complete example of a bedstead truss bridge. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. 39.347130 -92.042850 CR-71 (Monroe Road 859) Long Branch Creek Rural Monroe County, Missouri Missouri United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 1911 0 Illinois Steel Bridge Company of Jacksonville, Illinois 8 8 61 18.59 91 27.74 11.8 3.6 https://historicbridges.org/missouri/cr71/little_dscf6042b_small.jpg https://historicbridges.org/missouri/cr71/little_dscf6042b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr71/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.347130,-92.042850
901 CR-76 Bridge Monroe Road 819 Bridge An unusual and noteworthy example of a bedstead with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.349160 -92.081640 CR-76 (Monroe Road 819) Long Branch Creek Rural Monroe County, Missouri Missouri United States Metal Warren Rivet-Connected Bedstead Pony Truss Fixed 3 1 Metal Stringer (Multi-Beam) Fixed 0 2 1910 0 Unknown 8 8 48 14.63 81 24.69 12 3.66 https://historicbridges.org/missouri/cr76/little_dscf6101_small.jpg https://historicbridges.org/missouri/cr76/little_dscf6088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr76/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.349160,-92.081640
902 CR-79 Bridge Aberfeldy Line Bridge A beautiful and relatively young massive steel through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 42.757190 -81.889990 CR-79 (Aberfeldy Line) Sydenham River Brooke-Alvinston Township and Dawn-Euphemia Township Lambton County, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 0 1957 2006 Unknown 5 6 150 45.72 150 45.72 0 0 https://historicbridges.org/truss/cr79/little_pict4980_small.jpg https://historicbridges.org/truss/cr79/little_pict4980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cr79/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.757190,-81.889990
903 CR-100 South Bridge Jackson County Bridge 197 A short, traditionally composed example of a Warren pony truss, except for the use of bolted connections, for which it is noteworthy. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Henry Harman. 38.862010 -86.131250 CR-100 South McHargue Ditch Rural Jackson County, Indiana Indiana United States Metal Warren Bolt-Connected Pony Truss Fixed 4 1 0 0 1918 1997 Henry Harman 4 5 61 18.59 65 19.81 17.7 5.39 https://historicbridges.org/indiana/jacksoncr100south/little_dscf7261_small.jpg https://historicbridges.org/indiana/jacksoncr100south/little_dscf7261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jacksoncr100south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.862010,-86.131250
904 Underwood Ford Bridge Orange County Bridge 49 This bridge sits out in the open for all to see and enjoy. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 38.541470 -86.612530 CR-100 (1st Street) French Lick Creek French Lick Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1904 1995 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 88 26.82 91 27.74 15.7 4.79 https://historicbridges.org/indiana/frenchlick/little_img_1169_small.jpg https://historicbridges.org/indiana/frenchlick/little_img_1169.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/frenchlick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.541470,-86.612530
905 CR-169 Bridge This once-attractive pony truss bridge has had all sorts of ugly barriers added to it. The technical description of the main or most noteworthy span of the bridge is a 111.2 ft (33.89 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.746540 -79.324370 CR-169 East Branch Severn River Washago Simcoe County, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1956 1989 Unknown 5 5 111.2 33.89 112.9 34.41 44.6 13.59 https://historicbridges.org/ontario/washago169/little_img_5761_small.jpg https://historicbridges.org/ontario/washago169/little_img_5761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/washago169/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.746540,-79.324370
908 CR-200 West Bridge Jay County Bridge 134 Abandoned, this is an uncommon multi-span example of a state standard pony truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 40.424130 -85.019860 CR-200 West Salamonie River Rural Jay County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown Indiana State Highway Commission 6 7 60 18.29 125 38.1 22 6.71 https://historicbridges.org/indiana/cr200wbridge/little_cr200wbridge2193_small.jpg https://historicbridges.org/indiana/cr200wbridge/little_cr200wbridge2193.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200wbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.424130,-85.019860
909 CR-220 Southwest Bridge Decatur County Bridge 114 This altered stone arch bridge has a very low profile. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.282360 -85.527120 CR-220 Southwest Muddy Fork of Sand Creek Rural Decatur County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 3 0 0 0 0 Unknown 6 4 20 6.1 71 21.64 17.4 5.3 https://historicbridges.org/indiana/cr220sw/little_cr220sw3462_small.jpg https://historicbridges.org/indiana/cr220sw/little_cr220sw3462.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr220sw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.282360,-85.527120
910 CR-225 East Bridge Noble County Bridge 134 One of a few remaining, rare multi-span pony truss railroad overpass bridges in Noble County. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.387680 -85.381410 CR-225 East Railroad (CSX) Rural Noble County, Indiana Indiana United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 3 0 0 1906 0 American Bridge Company of New York, New York 7 7 45 13.72 107 32.61 16 4.88 https://historicbridges.org/truss/225east/bkg_07hbme126_small.jpg https://historicbridges.org/truss/225east/07hbme253.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/225east/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.387680,-85.381410
911 Riverbend Bridge TR-241 Bridge A remarkably intact metal truss bridge has been relocated for preservation. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 41.033930 -83.560560 Pedestrian Walkway Depression Rural Hancock County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1895 1972 Canton Bridge Company of Canton, Ohio 7 7 119 36.27 124 37.8 15.4 4.69 https://historicbridges.org/ohio/cr241/bkg_cleveland249_small.jpg https://historicbridges.org/ohio/cr241/cleveland0584.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr241/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.033930,-83.560560
912 CR-242 Bridge Old OH-42 Bridge An abandoned through truss with unusual portal bracing design and concrete approach railings. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.629490 -82.650520 CR-242 Cedar Fork Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1924 0 Unknown 6 6 0 0 89 27.13 0 0 https://historicbridges.org/ohio/cr242/bkg_hbmebridges037_small.jpg https://historicbridges.org/ohio/cr242/hbmebridges0140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr242/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.629490,-82.650520
913 CR-250 South Bridge Decatur County Bridge 118 This is one of the more attractive and unaltered stone arch bridges in this area The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.299370 -85.527300 CR-250 South Muddy Fork of Sand Creek Rural Decatur County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 3 0 0 0 0 Unknown 6 7 20.3 6.19 63 19.2 16.4 5 https://historicbridges.org/indiana/cr250s/little_cr250s3442_small.jpg https://historicbridges.org/indiana/cr250s/little_cr250s3442.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr250s/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.299370,-85.527300
915 Dongola Iron Bridge Pike County Bridge 246 / Gibson County Bridge 387, CR-325 West Bridge One of only a handful of known bridges in the entire country that display the Hammond truss configuration. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Hammond through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 38.378880 -87.339660 CR-325 West South Fork Patoka River Rural (Dongola) Gibson County, Indiana and Pike County, Indiana Indiana United States Metal Hammond Pin-Connected Through Truss Fixed 9 1 0 0 1884 2015 Wrought Iron Bridge Company of Canton, Ohio 9 9 119 36.27 121.7 37.09 13.8 4.21 https://historicbridges.org/indiana/southforkpatoka325/little_dongolaironbridge_1394a_small.jpg https://historicbridges.org/indiana/southforkpatoka325/little_dongolaironbridge_1394a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/southforkpatoka325/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.378880,-87.339660
916 CR-400 East Bridge Noble County Bridge 136 Featuring a steep approach and beautiful trusses, this bridge is truly a trip back in time. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. 41.383350 -85.347650 CR-400 East Railroad (CSX) Rural Noble County, Indiana Indiana United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 3 0 0 1906 1997 Unknown 7 7 45 13.72 107 32.61 16 4.88 https://historicbridges.org/truss/400east/bkg_07hbme120_small.jpg https://historicbridges.org/truss/400east/07hbme243.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/400east/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.383350,-85.347650
918 CR-510 Bridge One of only two Pennsylvania highway truss bridges existing in Michigan, this is one of the most beautiful and intricate bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 265 ft (80.77 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 46.560900 -87.542740 CR-510 Dead River Rural Marquette County, Michigan Michigan United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 0 1921 Unknown 8 9 265 80.77 271 82.6 19 5.79 https://historicbridges.org/truss/cr510/little_img_0197_small.jpg https://historicbridges.org/truss/cr510/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cr510/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.560900,-87.542740
919 CR-550 Bridge The Marquette Survivor, a curved chord through girder with unusual decorative pillars survived a flood caused by a series of dams breaking. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.572200 -87.410080 CR-550 (Old Alignment, Acting As Park Road) Dead River Marquette Marquette County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1931 0 Unknown Michigan State Highway Department 7 8 85 25.91 90 27.43 20.3 6.19 https://historicbridges.org/concrete/cr550/little_oldcr550_5791_small.jpg https://historicbridges.org/concrete/cr550/little_oldcr550_5791.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/cr550/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.572200,-87.410080
922 CR-581 Rocky Creek Bridge One of several small steel stringer bridges in this county that have a solid concrete railing with inset panels. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.366300 -87.784190 CR-581 Rocky Creek Rural Marquette County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 0 Unknown 1 2 24 7.32 25 7.62 22 6.71 https://historicbridges.org/michigan/cr581north/little_cr581north_5423_small.jpg https://historicbridges.org/michigan/cr581north/little_cr581north_5423.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr581north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366300,-87.784190
923 CR-581 West Branch Escanaba River Bridge One of several small steel stringer bridges in this county that have a solid concrete railing with inset panels. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.361220 -87.784520 CR-581 West Branch Escanaba River Rural Marquette County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown 1 2 29 8.84 30.8 9.39 22 6.71 https://historicbridges.org/michigan/cr581south/little_cr581south_5408_small.jpg https://historicbridges.org/michigan/cr581south/little_cr581south_5408.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr581south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.361220,-87.784520
924 CR-650 East Bridge Pike County Bridge 150 This may be the only remaining example of a bowstring built by this company and with these unique design details. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder). 38.372690 -87.155090 CR-650 East Patoka River Rural Pike County, Indiana Indiana United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 10 1 0 0 1875 1978 Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder) 9 9 88 26.82 98.8 30.11 10.2 3.11 https://historicbridges.org/indiana/patoka650/little_dscf5901_small.jpg https://historicbridges.org/indiana/patoka650/little_dscf5901.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/patoka650/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.372690,-87.155090
925 CR-700 East Bridge Parke County Bridge 106 One of the extremely rare concrete camelback bridges of Parke County, home to the only such structures in Indiana. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by R.J. Teague and C. Ott. 39.614750 -87.106960 CR-700 East North Branch Otter Creek Rural Parke County, Indiana Indiana United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1921 0 Unknown R.J. Teague and C. Ott 6 7 40 12.19 44.6 13.59 18 5.49 https://historicbridges.org/indiana/parke700e/little_dscf5364_small.jpg https://historicbridges.org/indiana/parke700e/little_dscf5364.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parke700e/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.614750,-87.106960
927 CR-850 North Bridge Bartholomew County Bridge 50 This is a good example of a one-lane multi-span concrete girder bridge. The technical description of the main or most noteworthy span of the bridge is a 31.2 ft (9.51 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 39.327500 -85.693060 CR-850 North Duck Creek Rural Bartholomew County, Indiana Indiana United States Concrete Through Girder Fixed 0 2 0 0 1915 0 Unknown 6 6 31.2 9.51 67 20.42 15.7 4.79 https://historicbridges.org/indiana/cr850n/little_cr850n3177_small.jpg https://historicbridges.org/indiana/cr850n/little_cr850n3177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr850n/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.327500,-85.693060
928 CR-975 West Bridge Ripley County Bridge 199 A small, but good example of a steel beam bridge from the ca. 1920 period. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.166120 -85.436610 CR-975 West Flatrock Creek Rural Ripley County, Indiana Indiana United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1920 0 Unknown 2 3 24 7.32 26 7.92 18 5.49 https://historicbridges.org/indiana/cr975wflatrockcreekstringer/little_cr975wflatrockcreekstringer3784_small.jpg https://historicbridges.org/indiana/cr975wflatrockcreekstringer/little_cr975wflatrockcreekstringer3784.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr975wflatrockcreekstringer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.166120,-85.436610
929 CR-1225 North Bridge Jennings County Bridge 50 This is an outstanding example of a surviving pony truss that appears to have been built by a prolific bridge builder. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.164120 -85.444880 CR-1225 North Flatrock Creek Rural Jennings County, Indiana Indiana United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1895 0 Wrought Iron Bridge Company of Canton, Ohio 6 7 60 18.29 62 18.9 15.7 4.79 https://historicbridges.org/indiana/cr1225flatrockcreek/little_cr1225flatrockcreek3669_small.jpg https://historicbridges.org/indiana/cr1225flatrockcreek/little_cr1225flatrockcreek3669.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr1225flatrockcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.164120,-85.444880
930 CR-1300 South Bridge Decatur County Bridge 159 This small but attractive stone arch is one of a number of surviving stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Joseph Mathews. 39.146790 -85.581840 CR-1300 South Millstone Creek Rural Decatur County, Indiana Indiana United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1902 0 Joseph Mathews 6 5 20 6.1 20 6.1 15 4.57 https://historicbridges.org/indiana/cr1300s/little_cr1300s3633_small.jpg https://historicbridges.org/indiana/cr1300s/little_cr1300s3633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr1300s/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.146790,-85.581840
931 CR-C Bridge CR-211 Bridge This truss bridge was widened severely altering the structure. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.456564 -84.374830 CR-C Brush Creek Rural Williams County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 2000 Unknown 4 3 90 27.43 90 27.43 28 8.53 https://historicbridges.org/ohio/crc/little_img_9473_small.jpg https://historicbridges.org/ohio/crc/little_img_9473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crc/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.456564,-84.374830
933 CR-G Bridge An excellent example of medium size t-beam construction in Ohio. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.254860 -83.911060 CR-G Hammer Creek Rural Henry County, Ohio Ohio United States Concrete T-Beam Fixed 0 1 0 0 1930 0 Unknown 3 3 40 12.19 44 13.41 21 6.4 https://historicbridges.org/ohio/crg/bkg_07march006_small.jpg https://historicbridges.org/ohio/crg/07march0012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.254860,-83.911060
934 CR-H1 Bridge An unusual steel stringer that may be on the former location of a bedstead truss. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.276720 -83.904640 CR-H1 (TR-H1) Beaver Creek Rural Henry County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1925 1975 Unknown 5 5 30 9.14 30.8 9.39 15.7 4.79 https://historicbridges.org/ohio/h1/07march0004_small.jpg https://historicbridges.org/ohio/h1/07march0004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/h1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.276720,-83.904640
936 CR-HJ Bridge A bridge featuring an unusual connection design that is associated with its builder. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.589550 -84.369320 CR-H50 Bates Creek Rural Fulton County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1920 Wrought Iron Bridge Company of Canton, Ohio 7 7 41 12.5 43 13.11 15.4 4.69 https://historicbridges.org/ohio/cr_hj/little_pict8063_small.jpg https://historicbridges.org/ohio/cr_hj/little_pict8063.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr_hj/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589550,-84.369320
937 CR-T Bridge Because of this bridge, a Michigander needs only travel a mile south of the border to find a bridge that is unlike anything in Michigan. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.696840 -84.218640 CR-T Bean Creek Rural Fulton County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1930 1985 American Bridge Company of New York, New York 5 6 100 30.48 101 30.78 28 8.53 https://historicbridges.org/ohio/cr_t/little_addcrt_7861_small.jpg https://historicbridges.org/ohio/cr_t/little_addcrt_7861.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr_t/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696840,-84.218640
939 ! Crawford Road Bridge Only the truss webs from this bridge survive as decorative railings. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.078060 -83.786390 Crawford Road Big Creek Drain Rural Arenac County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1917 0 Unknown 3 6 38.7 11.8 40 12.19 18 5.49 https://historicbridges.org/michigan/crawford/little_p1320229_30_31_enhanced_small.jpg https://historicbridges.org/michigan/crawford/little_p1320229_30_31_enhanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crawford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.078060,-83.786390
940 Credit River Bridge This riveted pony truss features trusses that are composed of only rolled beams. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge appears to be on a private drive. 43.608930 -79.724170 Private Drive Credit River Mississauga Peel Region, Ontario Ontario Canada This bridge appears to be on a private drive. Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/creditriverprivate/little_img_6673_small.jpg https://historicbridges.org/ontario/creditriverprivate/little_img_6673.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creditriverprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.608930,-79.724170
941 Creditview Road Bridge This impressive concrete bowstring type arch bridge has been rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.642970 -79.770360 Creditview Road Credit River Brampton Peel Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1928 2005 Unknown 7 7 98 29.87 131 39.93 0 0 https://historicbridges.org/ontario/creditviewroadbridge/little_p1590967_small.jpg https://historicbridges.org/ontario/creditviewroadbridge/little_p1590967.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creditviewroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.642970,-79.770360
942 Creek Road Bridge One of a decreasing number of surviving truss bridges in Niagara Region. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.985060 -79.554490 Creek Road (RR-45) Oswego Creek Rural Niagara Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 75 22.86 75 22.86 0 0 https://historicbridges.org/ontario/creekroad/little_p1400807_small.jpg https://historicbridges.org/ontario/creekroad/little_p1400807.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/creekroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.985060,-79.554490
943 Crisman Road Bridge Porter County Bridge 1013 A good example of a state standard plan truss bridge, this bridge is closed to traffic, with a modern bridge and larger highway nearby. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 41.612540 -87.173960 Crisman Road East Arm Little Calumet River Rural Porter County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown Indiana State Highway Commission 6 7 145 44.2 154 46.94 19.7 6 https://historicbridges.org/indiana/crisman/little_dscf1568_small.jpg https://historicbridges.org/indiana/crisman/little_dscf1568.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/crisman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.612540,-87.173960
944 Crocker Road Bridge Cloverdale Bridge With a new substructure and interesting seismic retrofits, this three span pony truss is composed of rolled beams making it look newer than it is. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 38.808730 -123.008200 Crocker Road Russian River Cloverdale Sonoma County, California California United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 3 Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 4 1938 0 Unknown 5 4 120 36.58 528 160.93 23.3 7.1 https://historicbridges.org/california/crockerroad/little_day5_crockerroad05970_small.jpg https://historicbridges.org/california/crockerroad/little_day5_crockerroad05970.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/crockerroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.808730,-123.008200
947 Crosley Bridge Crosley Fish and Wildlife Bridge 7088 Originally a private bridge built for famous inventor Powel Crosley, Jr. this bridge was built more narrow than most public bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.961790 -85.617100 Park Road Muscatatuck River Rural Jennings County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Warren Rivet-Connected Pony Truss Fixed 3 2 1937 2004 Unknown 7 7 110 33.53 212 64.62 9.5 2.9 https://historicbridges.org/indiana/crosleybridge/little_crosleybridge4657_small.jpg https://historicbridges.org/indiana/crosleybridge/little_crosleybridge4657.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/crosleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.961790,-85.617100
948 Cross Creek Railroad Bridge Located right next to the Ohio River and a major highway, this is a traditional railroad pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.307230 -80.600280 Railroad (Norfolk Southern) Cross Creek Rural Brooke County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/wvirginia/crosscreekrr/little_dscf6027_small.jpg https://historicbridges.org/wvirginia/crosscreekrr/little_dscf6027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/crosscreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307230,-80.600280
949 Croswell Swinging Bridge A well-known local attraction is this strange, heavily modified foot bridge, one of the only remaining historic bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. 43.275500 -82.622850 Park Path Black River Croswell Sanilac County, Michigan Michigan United States Metal Swinging Wire Cable Suspension Fixed 0 1 0 0 1905 2006 Unknown 2 5 139 42.37 0 0 0 0 https://historicbridges.org/other/swinging/little_img_0365_small.jpg https://historicbridges.org/other/swinging/little_img_0365.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/swinging/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.275500,-82.622850
950 Crow Rock Road Bridge Featuring a nice builder plaque, this bridge was built partly on a natural rock outcropping. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 39.525920 -77.537350 Crow Rock Road Middle Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1897 1997 Groton Bridge Company of Groton, New York 5 6 75 22.86 80 24.38 12.8 3.9 https://historicbridges.org/maryland/crowrock/little_PICT3552_small.jpg https://historicbridges.org/maryland/crowrock/little_PICT3552.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/crowrock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.525920,-77.537350
951 Crybaby Creek Bridge High Shoals Road Bridge This bypassed bridge is an extremely rare example of a smaller scale continuous through truss. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 34.447060 -82.602170 High Shoals Road Rocky River Rural Anderson County, South Carolina South Carolina United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 Continuous 2 0 0 0 1987 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/southcarolina/highshoals/little_sc1_small.jpg https://historicbridges.org/southcarolina/highshoals/little_sc1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/highshoals/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.447060,-82.602170
952 CSX and Amtrak Railroad Overpass An unusual railroad over railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 41.802850 -86.712490 Railroad (CSX) Railroad (Amtrak) Rural Berrien County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/michigan/csxamtrak/little_5162011_104_small.jpg https://historicbridges.org/michigan/csxamtrak/little_5162011_104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/csxamtrak/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.802850,-86.712490
955 Cumberland Highway Bridge Although widened in 1935, this bridge retains its original appearance and is an important historic structure. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.898450 -78.953990 Cumberland Highway (PA-160) Buffalo Creek Rural Somerset County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1905 1935 Unknown 7 7 30 9.14 38 11.58 26 7.92 https://historicbridges.org/pennsylvania/cumberland/bkg_swpenn1325_small.jpg https://historicbridges.org/pennsylvania/cumberland/swpenn073125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cumberland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.898450,-78.953990
959 Currie Parkway Bridge Upper Bridge This bridge featuring a larger portal bracing design than on most Michigan truss bridges, also had an arch added to keep it open to traffic. The technical description of the main or most noteworthy span of the bridge is a 140.8 ft (42.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 43.617450 -84.252460 Currie Parkway Tittabawassee River Midland Midland County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1908 1994 Joliet Bridge and Iron Company of Joliet, Illinois 6 7 140.8 42.92 140.8 42.92 14 4.27 https://historicbridges.org/truss/currie/little_currieparkway_4576_small.jpg https://historicbridges.org/truss/currie/little_currieparkway_4576.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/currie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.617450,-84.252460
961 Curry Run Road Bridge A classic example of a warren pony truss with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.918056 -78.676111 Curry Run Road (TR-420) Curry Run Rural Clearfield County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1916 0 Unknown 4 4 50 15.24 51.8 15.79 15.4 4.69 https://historicbridges.org/pennsylvania/curryrun/little_pict9173_small.jpg https://historicbridges.org/pennsylvania/curryrun/little_pict9173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/curryrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.918056,-78.676111
964 Custar Road Private Bridge A traditional and attractive truss bridge sits abandoned on private property. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 41.339295 -83.842609 Private Drive Jackson Cutoff Ditch Rural Wood County, Ohio Ohio United States This bridge is on private property. Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ohio/custar/little_img_9737_small.jpg https://historicbridges.org/ohio/custar/little_img_9737.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/custar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.339295,-83.842609
965 Cut River Bridge Heath Michael Robinson Cut River Memorial Bridge Among the largest bridges in Michigan, this is a very large deck cantilever bridge whose construction was interrupted by World War II. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. 46.044930 -85.125060 US-2 Cut River Rural Mackinac County, Michigan Michigan United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Cantilever 3 Concrete T-Beam Fixed 0 2 1947 2008 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Michigan State Highway Department 7 9 300 91.44 641 195.38 30 9.14 https://historicbridges.org/truss/us2/little_cutriverbridge_0179_small.jpg https://historicbridges.org/truss/us2/little_cutriverbridge_0179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/us2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.044930,-85.125060
967 Cuyahoga River Bridge #1 The Iron Curtain This bridge is the last bridge on the Cuyahoga before it enters Lake Erie. The technical description of the main or most noteworthy span of the bridge is a 265 ft (80.77 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 41.500010 -81.709110 Railroad (Norfolk Southern and Amtrak) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 10 1 0 0 1956 0 American Bridge Company of New York, New York Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 4 6 265 80.77 265 80.77 0 0 https://historicbridges.org/ohio/clevelandrr5/cleveland0744_small.jpg https://historicbridges.org/ohio/clevelandrr5/cleveland0744.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.500010,-81.709110
969 D Street Bridge This bascule bridge positions its operating rack on the exterior of the truss for all to see! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Leon Hagop Nishkian of San Francisco, California. 38.234440 -122.635710 D Street Petaluma River Petaluma Sonoma County, California California United States Metal Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule Fixed Trunnion 0 1 0 0 1933 1953 Unknown Leon Hagop Nishkian of San Francisco, California 6 7 80 24.38 205 62.48 32.2 9.81 https://historicbridges.org/california/petalumabascule/little_day5_petalumabascule06689_small.jpg https://historicbridges.org/california/petalumabascule/little_day5_petalumabascule06689.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/petalumabascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.234440,-122.635710
971 Daggett Road Bridge This rare pin-connected swing bridge is bypassed and abandoned, and is on guarded private property. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by San Francisco Bridge Company of San Francisco, California. Special note about bridge location: This bridge and the highway next to it are guarded and patrolled private property. 37.941120 -121.358110 Daggett Road San Joaquin River (Burns Cutoff) Stockton San Joaquin County, California California United States This bridge and the highway next to it are guarded and patrolled private property. Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 0 0 0 San Francisco Bridge Company of San Francisco, California 8 8 153 46.63 0 0 0 0 https://historicbridges.org/california/daggetroadportstockton/little_day2_daggetroadportstocktonexpressway01394_small.jpg https://historicbridges.org/california/daggetroadportstockton/little_day2_daggetroadportstocktonexpressway01394.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/daggetroadportstockton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.941120,-121.358110
974 Byram Road Bridge Danboro - Point Pleasant Pike Bridge A very early and unique example of an iron pony truss bridge, this bridge has been preserved! The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Murray Dougal and Company of Milton, Pennsylvania. 40.423630 -75.065230 Byram Road (Danboro - Point Pleasant Pike) Delaware Canal Point Pleasant Bucks County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 8 2 0 0 1877 2009 Murray Dougal and Company of Milton, Pennsylvania 8 8 87 26.52 89 27.13 17 5.18 https://historicbridges.org/pennsylvania/pointpleasant/little_ptpleas1_small.jpg https://historicbridges.org/pennsylvania/pointpleasant/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pointpleasant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423630,-75.065230
975 Dansville Mt. Morris Road Bridge This is a late, but decent sized multi-span example of a highway through plate girder. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.571270 -77.725550 NY-36 (Dansville Mt. Morris Road) Canaseraga Creek Dansville Livingston County, New York New York United States Metal Through Girder Fixed 0 3 0 0 1953 1992 Unknown 3 3 105 32 323.8 98.69 31.8 9.69 https://historicbridges.org/newyork/dansvillemtmorris/little_redodansville4144_small.jpg https://historicbridges.org/newyork/dansvillemtmorris/little_redodansville4144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dansvillemtmorris/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.571270,-77.725550
976 10 Mile Road Bridge Dafter Road Bridge Featuring unusual steel bent supports, this is a smaller and more modified version of the M-48 Bridge also in this county. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Pierson Contracting Company and Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.360230 -84.418670 10 Mile Road (Dafter Road) I-75 Rural Chippewa County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 6 0 0 1964 0 Pierson Contracting Company and Raff and Dexter of Lansing, Michigan Michigan State Highway Department 1 2 78.7 23.99 357 108.81 24 7.32 https://historicbridges.org/beam/dafter/sault088_small.jpg https://historicbridges.org/beam/dafter/sault081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/dafter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.360230,-84.418670
977 Darby Paoli Road Bridge Added concrete has concealed much of the beauty of this brick and stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.023340 -75.395460 Darby Paoli Road (PA-1015) Little Darby Creek Rural Delaware County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 2006 Unknown 5 5 21 6.4 24 7.32 17 5.18 https://historicbridges.org/pennsylvania/darbypaolird/little_darbypaolird007_small.jpg https://historicbridges.org/pennsylvania/darbypaolird/little_darbypaolird007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/darbypaolird/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.023340,-75.395460
978 Darden Road Bridge Four Mile Bridge, St. Joseph County Bridge 213 The only known truss bridge in the county, this bridge is noted for multi-span length, unusual deck placement, and uncommon builder. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. 41.730270 -86.268740 Darden Road (Water Street) (Old Alignment) St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1884 1907 P. E. Lane of Chicago, Illinois 8 8 129 39.32 330 100.58 19.4 5.91 https://historicbridges.org/indiana/darden/bkg_hbmebridges057_small.jpg https://historicbridges.org/indiana/darden/hbmebridges0248.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/darden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730270,-86.268740
983 Davis Creek Railroad Bridge One of the rarest bridges in Michigan, this unique railroad bridge is supported by its own rails, and appears to defy the laws of physics! The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.272030 -85.541420 Railroad (Abandoned) Davis Creek Kalamazoo Kalamazoo County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 0 0 0 0 0 0 0 0 https://historicbridges.org/other/davis/PICT7254_small.jpg https://historicbridges.org/other/davis/PICT7250.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/davis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.272030,-85.541420
984 Day Road Bridge Wakeman's Highway Bridge, Bridge E-225 An unusual and beautifully rehabilitated bridge continues to safely serve its original purpose, and sets an example for other agencies to follow. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Empire Engineering of New York, New York. 43.191110 -78.649950 Day Road Erie Canal (New York State Barge Canal) Rural Niagara County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1909 2003 Empire Engineering of New York, New York 7 6 148 45.11 192 58.52 13.8 4.21 https://historicbridges.org/truss/day/little_img_0091_small.jpg https://historicbridges.org/truss/day/little_img_0091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/day/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.191110,-78.649950
985 ! Day Road Bridge This is a deck plate girder which uses rolled beams instead of built-up beams. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.997900 -83.624150 Day Road Saline River Rural Monroe County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1937 0 Unknown 1 1 58.7 17.89 59.7 18.2 21 6.4 https://historicbridges.org/michigan/day/little_p1100544_small.jpg https://historicbridges.org/michigan/day/little_p1100544.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/day/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.997900,-83.624150
986 Dead River Railroad Bridge This bridge has an extremely unusual and complex steel bent substructure that far outshines its unusual fishbelly deck plate girder superstructure.. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 46.554600 -87.507260 Railroad (Lake Superior and Ishpeming) Dead River Rural Marquette County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 8 1916 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 8 8 116 35.36 565 172.21 0 0 https://historicbridges.org/michigan/deadriverrr/little_deadriverrr_5314_small.jpg https://historicbridges.org/michigan/deadriverrr/little_deadriverrr_5314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/deadriverrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.554600,-87.507260
988 Dean Road Bridge This pony truss was modified when the lower chord connections were encased in concrete. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.379167 -79.982778 Dean Road (TR-439) Little Sandy Creek Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1895 1975 Unknown 6 6 51.8 15.79 56 17.07 13.5 4.11 https://historicbridges.org/pennsylvania/dean/little_pict8179_small.jpg https://historicbridges.org/pennsylvania/dean/little_pict8179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dean/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.379167,-79.982778
989 Dean Road Bridge This stunning Whipple truss features an unusual portal bracing and an inclined deck. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 41.348850 -82.344800 Dean Road Vermilion River Rural Erie County, Ohio and Lorain County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1898 1992 Massillon Bridge Company of Massillon, Ohio 8 8 171 52.12 176 53.64 15.4 4.69 https://historicbridges.org/ohio/dean/little_deanmarc_037_small.jpg https://historicbridges.org/ohio/dean/little_p1200222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dean/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.348850,-82.344800
990 Dearborn Street Bridge Built in 1963, this bridge is among the newest Chicago bridges, but appears to have been built to match other older bridges in Chicago. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887450 -87.629570 Dearborn Street Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1963 2006 Overland Construction Company of Chicago, Illinois City of Chicago 4 3 235 71.63 341 103.94 56 17.07 https://historicbridges.org/truss/dearborn/little_dscf3490_small.jpg https://historicbridges.org/truss/dearborn/little_addchi_brg_5946_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dearborn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887450,-87.629570
991 DeArmond Ford Bridge Decatur County Bridge 116 This is one of the larger, least altered, and most attractive of the substantial number of stone arches in this area. The technical description of the main or most noteworthy span of the bridge is a 28.5 ft (8.69 m) stone Segmental deck arch, fixed. The bridge was primarily built by Hodson. 39.277710 -85.506260 CR-400 South Sand Creek Rural Decatur County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 3 0 0 1903 0 Hodson 6 7 28.5 8.69 87 26.52 15.7 4.79 https://historicbridges.org/indiana/cr400seast/little_cr400seast3511_small.jpg https://historicbridges.org/indiana/cr400seast/little_cr400seast3511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr400seast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.277710,-85.506260
993 Deer Isle Bridge Deer Isle - Sedgwick Bridge The original imperfect design of this highly significant bridge documents the evolving skills of famous engineer David Steinman. The technical description of the main or most noteworthy span of the bridge is a 1080 ft (329.18 m) metal through plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Robinson and Steinman of New York, New York. 44.293990 -68.688830 ME-15 (Little Deer Isle Road, Byards Point Road) Eggemoggin Reach Rural Hancock County, Maine Maine United States Metal Through Plate Girder Stiffening Wire Cable Suspension Fixed 0 3 Metal Deck Girder Fixed 0 7 1939 2010 Phoenix Bridge Company of Phoenixville, Pennsylvania Robinson and Steinman of New York, New York 9 10 1080 329.18 2505 763.52 23.6 7.19 https://historicbridges.org/maine/deerisle/little_p1530770_small.jpg https://historicbridges.org/maine/deerisle/little_p1530760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/deerisle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.293990,-68.688830
994 Deer Pen Bridge This is one of the most attractive of several stone faced concrete bridges in Minnehaha Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.914870 -93.208710 Pedestrian Walkway Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1939 1995 Unknown 5 6 0 0 56 17.07 9 2.74 https://historicbridges.org/minnesota/minnehahaparkmiddle/little_minnehahaparkmiddle3817_small.jpg https://historicbridges.org/minnesota/minnehahaparkmiddle/little_minnehahaparkmiddle3817.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.914870,-93.208710
995 Black Bridge Dehmel Road Bridge This bridge was moved from its original location and preserved next to M-83 for Frankenmuth visitors to easily see. The technical description of the main or most noteworthy span of the bridge is a 148.5 ft (45.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 43.308000 -83.734300 Zehnder Farm Path Black Creek Frankenmuth Saginaw County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1907 2002 Joliet Bridge and Iron Company of Joliet, Illinois 7 7 148.5 45.26 151 46.02 16 4.88 https://historicbridges.org/truss/dehmel/little_pict1811_small.jpg https://historicbridges.org/truss/dehmel/little_pict1811.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dehmel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.308000,-83.734300
996 Delaware Road Bridge With its polygonal top chord, this bridge offers a much different appearance from other area Delaware River bridges. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 40.594620 -75.192670 Delaware Road Delaware Canal Riegelsville Bucks County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 0 0 1920 0 Unknown 3 6 51 15.54 54 16.46 14 4.27 https://historicbridges.org/pennsylvania/delaware/little_pict4730_small.jpg https://historicbridges.org/pennsylvania/delaware/little_pict4731.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/delaware/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594620,-75.192670
997 Dellos Road Bridge This stone arch bridge has been encased in concrete. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.396610 -88.330460 Dellos Road Aux Sable River Rural Grundy County, Illinois Illinois United States Stone Semicircular Deck Arch Fixed 0 3 0 0 1873 1967 Unknown 4 6 35 10.67 122 37.19 19 5.79 https://historicbridges.org/illinois/dellos/little_img_1968_small.jpg https://historicbridges.org/illinois/dellos/little_img_1968.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/dellos/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.396610,-88.330460
998 Dellwood Viaduct This is a fairly long multi-span riveted deck plate girder bridge with attractive steel bents for supports. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 41.237290 -78.782140 Railroad (Buffalo and Pittsburgh) Railroad (Buffalo and Pittsburgh), Rattlesnake Creek, and US-219 Brockway Jefferson County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 0 Metal Deck Girder Fixed 0 0 1907 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/dellwood/little_100_7290_small.jpg https://historicbridges.org/pennsylvania/dellwood/little_100_7290.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dellwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.237290,-78.782140
999 Damen Avenue Bridge This bridge stands out in Chicago as a beautifully designed railroad overpass. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Arthur Engh. 41.757670 -87.673330 Railroad (Chicago Belt) Damen Avenue Chicago Cook County, Illinois Illinois United States Metal Deck Girder Fixed 0 1 Concrete Slab Fixed 0 2 1940 0 Strobel Steel Construction Company of Chicago, Illinois Arthur Engh 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/damen/little_p1270899_small.jpg https://historicbridges.org/illinois/damen/little_p1270899.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/damen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.757670,-87.673330
1000 Dean Avenue Bridge This deck truss has an unusual continuous design to it. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.170070 -87.777950 Dean Avenue Ravine Highland Park Lake County, Illinois Illinois United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Continuous (Straight Chords) 1 Metal Stringer (Multi-Beam) Fixed 0 2 1928 1965 Unknown 6 7 90 27.43 196 59.74 24.3 7.41 https://historicbridges.org/illinois/deanavenue/little_deanavenue_6447_8_9f_small.jpg https://historicbridges.org/illinois/deanavenue/little_deanavenue_6447_8_9f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/deanavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.170070,-87.777950
1002 ! Dennis Road Bridge This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. 42.615460 -84.269870 Dennis Road Doan Creek Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1945 0 E. C. Nolan and Son of Detroit, Michigan 1 2 40 12.19 40 12.19 26 7.92 https://historicbridges.org/michigan/dennis/little_p1470289_small.jpg https://historicbridges.org/michigan/dennis/little_p1470289.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dennis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.615460,-84.269870
1003 Dennison Road Bridge This classic riveted pony truss bridge is in good condition and has the potential for many more years of service if maintained. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.986020 -75.667800 Dennison Road Kemptville Creek Rural Leeds and Grenville United Counties, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 6 55 16.76 55 16.76 0 0 https://historicbridges.org/ontario/dennisonroad/little_dennisonroad2300_small.jpg https://historicbridges.org/ontario/dennisonroad/little_dennisonroad2300.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dennisonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.986020,-75.667800
1004 Denomie Creek Railroad Bridge Bridge Number 1280 This is a small stone arch bridge that is overgrown, but in good shape. The technical description of the main or most noteworthy span of the bridge is a 15.5 ft (4.72 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 46.593770 -90.655620 Railroad (Abandoned Chicago and Northwestern) Denomie Creek Near Odanah Ashland County, Wisconsin Wisconsin United States Stone Segmental Deck Arch Fixed 0 1 0 0 1893 0 Unknown 3 5 15.5 4.72 0 0 0 0 https://historicbridges.org/wisconsin/denomiecreek/main_small.jpg https://historicbridges.org/wisconsin/denomiecreek/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/denomiecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.593770,-90.655620
1005 Denton Hollow Road Bridge A traditional stone arch bridge with a small concrete slab approach span. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. 39.900860 -75.637780 Denton Hollow Road Pocopson Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 Concrete Slab Fixed 0 1 1914 0 George Dole of Wilmington, Delaware Nathan R. Rambo 6 5 30 9.14 37 11.28 18 5.49 https://historicbridges.org/pennsylvania/chester249dentons/little_bridge2497_small.jpg https://historicbridges.org/pennsylvania/chester249dentons/little_bridge2497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester249dentons/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.900860,-75.637780
1007 Depot Street Bridge This is a stunning pin connected pony truss with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 41.765220 -80.376150 Depot Street (TR-384) Conneaut Creek Conneautville Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1889 1994 Penn Bridge Company of Beaver Falls, Pennsylvania 7 6 72 21.95 78 23.77 15 4.57 https://historicbridges.org/pennsylvania/depot/little_pict6368_small.jpg https://historicbridges.org/pennsylvania/depot/little_pict6368.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/depot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.765220,-80.376150
1009 L Derby Street Bridge An unusual concrete bridge that was the result of a massive railroad realignment of the 1930s. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.554230 -83.203190 Derby Street Railroad (Canadian National) Birmingham Oakland County, Michigan Michigan United States Concrete T-Beam Fixed 0 5 0 0 1930 2007 Unknown 3 5 32 9.75 165 50.29 30 9.14 https://historicbridges.org/concrete/derby/eatonoakbkg_43_small.jpg https://historicbridges.org/concrete/derby/eatonoak_200.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/derby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.554230,-83.203190
1011 Desjardins Canal Railway Bridge Toronto, Hamilton and Buffalo Railway Spur Bridge This bridge with its central variable depth girder span and interesting steel bent supports passes directly under another heritage bridge. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. 43.279450 -79.891040 Railroad (Go Transit) Desjardins Canal Hamilton Hamilton City, Ontario Ontario Canada Metal Variable Depth Deck Girder Fixed 0 5 0 0 1897 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/ontario/desjardinscanalrail/little_desjardinscanalrail0267_small.jpg https://historicbridges.org/ontario/desjardinscanalrail/little_desjardinscanalrail0267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/desjardinscanalrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.279450,-79.891040
1012 Detroit Bridge This is a good representative example of 1930s pony truss construction in Maine. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. 44.792620 -69.295640 ME-69 and ME-220 (Troy Road, Main Street) East Branch Sebasticook River Detroit Somerset County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1937 0 Berlin Construction Company of Berlin Connecticut 5 5 88 26.82 94.2 28.71 22 6.71 https://historicbridges.org/maine/detroit/little_p1520877_small.jpg https://historicbridges.org/maine/detroit/little_p1520877.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/detroit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.792620,-69.295640
1013 Detroit and Mackinac Railroad Bridge One of two railroad swing bridges in Bay City, this is the last bridge before Saginaw River empties into Saginaw Bay. The technical description of the main or most noteworthy span of the bridge is a 238 ft (72.54 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 43.612980 -83.857010 Railroad (Detroit and Mackinac) Saginaw River Bay City Bay County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 0 4 1892 0 Unknown 7 8 238 72.54 692 210.92 11 3.35 https://historicbridges.org/michigan/baycityswing2/little_p1320454_small.jpg https://historicbridges.org/michigan/baycityswing2/little_p1320454.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baycityswing2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.612980,-83.857010
1014 Detroit-Superior Bridge Veterans Memorial Bridge This awe-inspiring structure is among the most well-known of Cleveland's landmarks. The technical description of the main or most noteworthy span of the bridge is a 591 ft (180.14 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.493740 -81.703460 Detroit and Superior Avenues (US-6) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Braced Ribbed Through Arch Fixed 0 1 Concrete Open Spandrel Deck Arch Fixed 0 12 1918 1997 King Bridge Company of Cleveland, Ohio 8 9 591 180.14 2880 877.82 72 21.95 https://historicbridges.org/ohio/detroitsuperior/bkg_cleveland427_small.jpg https://historicbridges.org/ohio/detroitsuperior/cleveland0785.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/detroitsuperior/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.493740,-81.703460
1015 Devereux Road Bridge This bridge is an extremely early Pratt truss bridge and has some very unique details, notably its vertical members. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.077780 -75.760520 Devereux Road East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1877 1995 Wrought Iron Bridge Company of Canton, Ohio 9 9 76 23.16 78 23.77 15 4.57 https://historicbridges.org/pennsylvania/devereux/little_dscf1171_small.jpg https://historicbridges.org/pennsylvania/devereux/little_dscf1171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/devereux/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.077780,-75.760520
1018 Dewey Road Bridge This skewed bridge is one of the earliest known truss bridges with a-frame portal bracing. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.894260 -79.921370 Dewey Road (TR-636) French Creek Rural Erie County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1889 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 118 35.97 120 36.58 13 3.96 https://historicbridges.org/pennsylvania/dewey/little_pict7280_small.jpg https://historicbridges.org/pennsylvania/dewey/little_pict7280.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dewey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894260,-79.921370
1019 DeWitt Road Bridge This bridge is one of the oldest truss bridges in Michigan and is a surviving example of a rare truss type. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 42.915050 -84.580180 DeWitt Road (Old Alignment) Stony Creek Merle Beach (Rural) Clinton County, Michigan Michigan United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 1880 0 Unknown 6 7 40 12.19 40 12.19 16 4.88 https://historicbridges.org/truss/dewitt/little_p1340800_small.jpg https://historicbridges.org/truss/dewitt/little_p1340800.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dewitt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.915050,-84.580180
1020 Dickerson Creek Railroad Bridge A rare Michigan multi-span stone arch bridge sits on a long-abandoned railroad line but remains open to hikers. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.107870 -85.207600 Railroad (Abandoned Ionia and Lansing Railroad) Dickerson Creek Rural Ionia County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 2 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/michigan/oldbeldingrr/little_addbeldingrr_9152_small.jpg https://historicbridges.org/michigan/oldbeldingrr/little_addbeldingrr_9152.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldbeldingrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.107870,-85.207600
1021 Dicks Bridge Imhoff Road Bridge This beautiful multi-span bridge also contains a rare Queenpost approach span. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. 38.946290 -92.948360 Imhoff Road Lamine River Rural Cooper County, Missouri Missouri United States Metal Parker Pin-Connected Through Truss Fixed 8 2 Metal Queenpost Pin-Connected Pony Truss Fixed 0 3 1908 0 Kansas City Bridge Company of Kansas City, Missouri 8 8 160 48.77 390 118.87 14.1 4.3 https://historicbridges.org/missouri/imhoff/little_dscf6053_small.jpg https://historicbridges.org/missouri/imhoff/little_dscf6008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/imhoff/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.946290,-92.948360
1022 Dicks Road Bridge Putnam County Bridge 71 This bridge is an uncommon and noteworthy example of an early bolted connection truss bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by W.McCarthy. 39.705810 -86.762080 CR-500 East Clear Creek Rural Putnam County, Indiana Indiana United States Metal Pratt Bolt-Connected Through Truss Fixed 6 1 0 0 1921 0 W.McCarthy 7 7 88 26.82 90 27.43 15.4 4.69 https://historicbridges.org/indiana/putnam500e/little_img_2246_small.jpg https://historicbridges.org/indiana/putnam500e/little_img_2246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/putnam500e/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.705810,-86.762080
1023 Dicksonburg Road Bridge This concrete bridge is noted for its unusual railings. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Unknown. 41.705050 -80.351400 Dicksonburg Road (PA-4004) Conneaut Creek Rural Crawford County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 2 0 0 1953 0 Unknown 2 3 25 7.62 51.8 15.79 30 9.14 https://historicbridges.org/pennsylvania/dicksonburgroad/little_dicksonburgroad1695_small.jpg https://historicbridges.org/pennsylvania/dicksonburgroad/little_dicksonburgroad1695.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dicksonburgroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.705050,-80.351400
1024 ! Dietz Road Bridge While in poor structural condition, this bridge has good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.686900 -84.229320 Dietz Road Red Cedar River Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1934 0 Unknown 1 2 51.8 15.79 51.8 15.79 24 7.32 https://historicbridges.org/michigan/dietz/little_DSCF1558_small.jpg https://historicbridges.org/michigan/dietz/little_DSCF1552.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dietz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.686900,-84.229320
1025 Dietzenbach Bottom Bridge Mill Race Bridge A rare example of a pin-connected Warren truss, this bridge was bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. 43.077340 -91.889070 Pheasant Road (Old Alignment) Turkey River Rural Fayette County, Iowa Iowa United States Metal Warren Pin-Connected Through Truss Fixed 6 1 0 0 1890 1926 Chicago Bridge and Iron Works of Chicago, Illinois 8 8 121 36.88 121 36.88 16.1 4.91 https://historicbridges.org/iowa/pheasant/little_dscf5783_small.jpg https://historicbridges.org/iowa/pheasant/little_dscf5783.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/pheasant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.077340,-91.889070
1026 Dexter Railroad Bridge A quaint one-lane stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frederick Blackburn Pelham. 42.339650 -83.892010 Railroad (Norfolk Southern) Dexter - Pinckney Road Dexter Washtenaw County, Michigan Michigan United States Stone Segmental Deck Arch Fixed 0 1 0 0 1891 0 Unknown Frederick Blackburn Pelham 3 6 22 6.71 26 7.92 0 0 https://historicbridges.org/other/dexter/IMG_0141_small.jpg https://historicbridges.org/other/dexter/IMG_0140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/dexter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.339650,-83.892010
1027 Diffin Road Bridge This bridge is just about as small as a Pratt truss can be, and it is in danger of collapse. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 46.202430 -87.083780 Diffin Road Werners Creek Rural Alger County, Michigan Michigan United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 2 1 0 0 1906 0 Unknown 4 6 26 7.92 30 9.14 16 4.88 https://historicbridges.org/michigan/diffinroad/little_diffinroad_1676_small.jpg https://historicbridges.org/michigan/diffinroad/little_diffinroad_1676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/diffinroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.202430,-87.083780
1029 Diversey Harbor Inlet Bridge Although altered on one side, this bridge remains a rare example of a steel rigid-frame and also has an early welded detail. The technical description of the main or most noteworthy span of the bridge is a 68.6 ft (20.91 m) metal rigid-frame, fixed. The bridge was primarily built by Unknown. 41.932560 -87.632060 Lake Shore Drive (US-41) Diversey Harbor Inlet Chicago Cook County, Illinois Illinois United States Metal Rigid-Frame Fixed 0 1 0 0 1940 2001 Unknown 7 6 68.6 20.91 68.6 20.91 92 28.04 https://historicbridges.org/illinois/diversey/little_dscf2818_small.jpg https://historicbridges.org/illinois/diversey/little_dscf2818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/diversey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.932560,-87.632060
1030 Division Avenue Railroad Overpass This plate girder structure is one of two nearby railroad bridges that had a city design and welcome message painted on it. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.913840 -85.666050 Railroad (CSX) Division Avenue Grand Rapids Kent County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1928 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/michigan/divisionrr/main_small.jpg https://historicbridges.org/michigan/divisionrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/divisionrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.913840,-85.666050
1033 Division Road Bridge Guerin Bridge This is a riveted pony truss that appears to be in fair condition on this rural road. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.353810 -78.162320 Division Road Indian River Rural (Guerin) Peterborough County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 87 26.52 87 26.52 0 0 https://historicbridges.org/ontario/divisionroadbridge/little_p1580694_small.jpg https://historicbridges.org/ontario/divisionroadbridge/little_p1580694.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/divisionroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.353810,-78.162320
1035 Division Street Bridge This bridge is one of the oldest bridges in the county and a rare multi-span through truss with different truss types as well. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed to all traffic. It can be reached by approaching from the West. 41.582030 -88.071770 Division Street Des Plaines River Lockport Will County, Illinois Illinois United States This bridge is closed to all traffic. It can be reached by approaching from the West. Metal Parker Pin-Connected Through Truss Fixed 9 2 Metal Pratt Pin-Connected Through Truss Fixed 0 1 1899 0 Unknown 7 8 200 60.96 511 155.75 0 0 https://historicbridges.org/illinois/lockportdivision/little_p1280702_small.jpg https://historicbridges.org/illinois/lockportdivision/little_p1280702.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lockportdivision/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.582030,-88.071770
1039 Dix Avenue Bridge A little taste of Chicago is in Detroit, through the bascule bridges of River Rouge. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Hugh E. Young of Chicago, Illinois. 42.296470 -83.150930 Dix Avenue River Rouge Detroit Wayne County, Michigan Michigan United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1927 1989 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Hugh E. Young of Chicago, Illinois 6 8 164 49.99 221.8 67.6 56 17.07 https://historicbridges.org/truss/dix/bkg_smichigan125_small.jpg https://historicbridges.org/truss/dix/smichigan033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dix/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.296470,-83.150930
1041 Dixon's Bridge Doc Dickinson's Bridge This unusual bridge was widened with a concrete arch and crosses two things at once! The technical description of the main or most noteworthy span of the bridge is a 10 ft (3.05 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.292820 -85.112220 Railroad (Norfolk Southern) Dickinson Creek and Bridge Park Trail Rural Calhoun County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1892 0 Unknown 4 6 10 3.05 40 12.19 60 18.29 https://historicbridges.org/other/dixons/bcbkg09_small.jpg https://historicbridges.org/other/dixons/1hbme_436.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/dixons/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.292820,-85.112220
1042 Dixon Road Bridge TR-242 Bridge One of the shortest of an unusual late truss design built in Preble County. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.728970 -84.765360 Dixon Road (TR-242) 4 Mile Creek Rural Preble County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1958 0 Champion Bridge Company of Wilmington, Ohio 4 3 53.2 16.22 61 18.59 18 5.49 https://historicbridges.org/ohio/dixon/little_pict2172_small.jpg https://historicbridges.org/ohio/dixon/little_pict2172.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dixon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.728970,-84.765360
1045 Doe Run Church Road Bridge This bridge is unique because it has a plate girder and a stone arch span. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Whitaker and Diehl of Harrisburg, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.929580 -75.809670 Doe Run Church Road Buck Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 1 1914 0 Whitaker and Diehl of Harrisburg, Pennsylvania Nathan R. Rambo 6 5 44 13.41 0 0 15.7 4.79 https://historicbridges.org/pennsylvania/chester250lottkeech/little_bridge250lottkeech007_small.jpg https://historicbridges.org/pennsylvania/chester250lottkeech/little_bridge250lottkeech007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester250lottkeech/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.929580,-75.809670
1046 Dollarville Road Bridge This is one of the only bridges of interest in the entire county. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Straits Construction Company. The bridge was primarily designed by Michigan State Highway Department. 46.330080 -85.551360 Dollarville Road Teaspoon Creek Rural Luce County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1951 1994 Straits Construction Company Michigan State Highway Department 1 2 35.8 10.91 41 12.5 26 7.92 https://historicbridges.org/michigan/dollarville/little_2011august011_small.jpg https://historicbridges.org/michigan/dollarville/little_2011august011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dollarville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.330080,-85.551360
1047 Dolph Bridge Truss bridges are rare in this part of the state, and this is a historically intact example. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 44.225000 -84.875000 Dolph Road Muskegon River Rural Missaukee County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1908 1963 Groton Bridge Company of Groton, New York 6 9 72.8 22.19 74.8 22.8 13 3.96 https://historicbridges.org/michigan/dolph/little_adddolph_0199_small.jpg https://historicbridges.org/michigan/dolph/little_adddolph_0199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dolph/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.225000,-84.875000
1048 Domtar Line Bridge A relatively large single span concrete bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.078370 -80.842880 Domtar Line South Branch Thames River Rural Oxford County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/domtar/little_p1040031_small.jpg https://historicbridges.org/ontario/domtar/little_p1040031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/domtar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.078370,-80.842880
1049 Domtar Line Railway Bridge An unusual little railway pony truss has been abandoned here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.078020 -80.843040 Railroad (Abandoned) South Branch Thames River Rural Oxford County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/domtarrr/little_p1040048_small.jpg https://historicbridges.org/ontario/domtarrr/little_p1040048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/domtarrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.078020,-80.843040
1050 Domtar Line Railway Overpass With its steep approach and narrow roadway, this bridge is an example of how railway overpasses were built long ago. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.081540 -80.846290 Domtar Line (41st Line) Railroad (Canadian National) Rural Oxford County, Ontario Ontario Canada Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ontario/domtarlineoverpass/little_domtarlineoverpass0374_small.jpg https://historicbridges.org/ontario/domtarlineoverpass/little_domtarlineoverpass0374.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/domtarlineoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.081540,-80.846290
1051 Don Mills Road Bridge This attractive bridge is preserved for use by a trail system and the bridge has some interesting details. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.703050 -79.333650 Lower Don River Trail (Old Don Mills Road Alignment) Don River Toronto Toronto City, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/donmillsroad/little_torontodonmills_0359_small.jpg https://historicbridges.org/ontario/donmillsroad/little_torontodonmills_0359.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donmillsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.703050,-79.333650
1052 Don River Canadian National Railway Bridge This traditonally composed railroad plate girder was once located not too far from a rare highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.695410 -79.358160 Railroad (Canadian National) Don River Toronto Toronto City, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/donriverrail3/little_donriverrail31623_small.jpg https://historicbridges.org/ontario/donriverrail3/little_donriverrail31623.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverrail3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.695410,-79.358160
1053 Don River Canadian National Railway Bridge This is a traditional two span plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.651100 -79.347560 Railroad (Canadian National) Don River Toronto Toronto City, Ontario Ontario Canada Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/donriverrail/little_donriverrail1058_small.jpg https://historicbridges.org/ontario/donriverrail/little_donriverrail1058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.651100,-79.347560
1054 Don River Canadian Pacific Railway Bridge This heavilly skewed bridge rests on attractive stone piers. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.669330 -79.358240 Railroad (Canadian Pacific) Don River Toronto Toronto City, Ontario Ontario Canada Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/donriverrail2/little_donriverrail21454_small.jpg https://historicbridges.org/ontario/donriverrail2/little_donriverrail21454.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverrail2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.669330,-79.358240
1060 Dort Highway Bridge M-54 Bridge This arch is one of a shrinking number of arch bridges in Flint, but has been widened. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.053056 -83.668889 Dort Highway (M-45) Flint River Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 1990 Unknown Michigan State Highway Department 2 2 72 21.95 208 63.4 64 19.51 https://historicbridges.org/michigan/dort/little_dscf8303_small.jpg https://historicbridges.org/michigan/dort/little_dscf8303.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/dort/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.053056,-83.668889
1062 Dotter Road Railroad Bridge This is a small stone arch bridge located in a very scenic area. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.224920 -79.722530 Railroad (Abandoned) Mill Creek Rural Venango County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/dotterrr/little_pict8333_small.jpg https://historicbridges.org/pennsylvania/dotterrr/little_pict8333.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dotterrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.224920,-79.722530
1063 Dotyville Road Bridge This bridge has a few unusual details for those who take the time to look. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. 41.629590 -79.621480 Dotyville Road (TR-926) Pine Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 5 1 0 0 1910 1993 Unknown 5 6 80 24.38 84 25.6 13 3.96 https://historicbridges.org/pennsylvania/dotyville/little_pict7044_small.jpg https://historicbridges.org/pennsylvania/dotyville/little_pict7044.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dotyville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.629590,-79.621480
1066 Dowler Junction Railroad Bridge A traditional 1930s railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.830420 -78.789400 Railroad (RJ Corman Railroad - Pennsylvania Line) West Branch Susquehanna River Dowler Junction Clearfield County, Pennsylvania Pennsylvania United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 12 1 0 0 1930 0 American Bridge Company of New York, New York 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/dowlerjunction/little_img_2808_small.jpg https://historicbridges.org/pennsylvania/dowlerjunction/little_img_2808.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dowlerjunction/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.830420,-78.789400
1067 Dowlin Bridge This arch bridge has one tiny span in addition to its larger primary span. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.039390 -75.706790 Dowlin Forge Road Shamona Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1915 0 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 6 6 24 7.32 43 13.11 17.7 5.39 https://historicbridges.org/pennsylvania/chester257/little_bridge2573_small.jpg https://historicbridges.org/pennsylvania/chester257/little_bridge2573.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester257/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.039390,-75.706790
1068 Dowlin Forge Road Bridge This arch bridge has been altered but is noted for its curved design. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.042680 -75.698430 Dowlin Forge Road Shamona Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1907 0 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 5 36 10.97 36 10.97 13.8 4.21 https://historicbridges.org/pennsylvania/chester223/little_bridge2237_small.jpg https://historicbridges.org/pennsylvania/chester223/little_bridge2237.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester223/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.042680,-75.698430
1072 Downingtown Bridge This is a beautiful and significant concrete arch bridge that is largely unaltered. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hoover Construction Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.005820 -75.705290 Lancaster Avenue (Historic Lincoln Highway, US-322) East Branch Brandywine Creek Downingtown Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 0 Hoover Construction Company of Philadelphia, Pennsylvania Pennsylvania State Highway Department 6 6 40 12.19 175 53.34 38 11.58 https://historicbridges.org/pennsylvania/bridge122downingtown/little_bridge122006_small.jpg https://historicbridges.org/pennsylvania/bridge122downingtown/little_bridge122006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge122downingtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005820,-75.705290
1073 Downingtown Railroad Bridge This is an attractive stone arch bridge with two different span lengths. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.002750 -75.704960 Railroad (Amtrak) East Branch Brandywine Creek Downingtown Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/dtownprrbridge/little_dtownprrbridge003_small.jpg https://historicbridges.org/pennsylvania/dtownprrbridge/little_dtownprrbridge003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dtownprrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002750,-75.704960
1076 Drummond Avenue Bridge A very unusual and rare example of a through Queenpost truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Queenpost through truss, fixed. The bridge was primarily built by Unknown. 41.170310 -80.567300 Drummond Avenue (Abandoned Section) Little Yankee Run Hubbard Trumbull County, Ohio Ohio United States Metal Queenpost Rivet-Connected Through Truss Fixed 3 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ohio/drummond/little_img_9455_small.jpg https://historicbridges.org/ohio/drummond/little_img_9455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/drummond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.170310,-80.567300
1077 Dry Creek Railroad Bridge This extremely unusual bridge has a plate girder strengthened by a pin-connected eyebar system below the girder. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 37.636300 -120.984320 Railroad (Modesto and Empire Traction) Dry Creek Modesto Stanislaus County, California California United States Metal Deck Girder Fixed 0 1 Pre-Stressed Concrete Adjacent Box Beam Fixed 0 0 0 0 Unknown 6 7 78 23.77 224 68.28 0 0 https://historicbridges.org/california/drycreekrailroadbridge/little_day2_drycreekrailroadbridge01407_small.jpg https://historicbridges.org/california/drycreekrailroadbridge/little_day2_drycreekrailroadbridge01407.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/drycreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.636300,-120.984320
1079 Congress Street Bridge Ducharme Place Bridge This bridge is one of several remaining historically significant overpasses that relate the industrial growth of Detroit during that time. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.337310 -83.029270 Abandoned East Congress Street Railroad (Abandoned Grand Trunk Western / Dequindre Cut Greenway) Detroit Wayne County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 1929 0 Unknown 3 7 0 0 0 0 0 0 https://historicbridges.org/michigan/ducharme/little_p1370271_small.jpg https://historicbridges.org/michigan/ducharme/little_p1370271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ducharme/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.337310,-83.029270
1080 Duck Bridge Union Street Bridge This incredible bridge is a large, multi-span example of an uncommon truss type and an early riveted connections truss. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by George L. Vose. 42.703889 -71.153611 Union Street Merrimack River Lawrence Essex County, Massachusetts Massachusetts United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 9 5 0 0 1888 1980 Boston Bridge Works of Boston, Massachusetts George L. Vose 9 8 131 39.93 610 185.93 26.2 7.99 https://historicbridges.org/massachusetts/union/little_img_1876_small.jpg https://historicbridges.org/massachusetts/union/little_img_1876.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/union/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.703889,-71.153611
1081 Duck Hollow Bridge This is a very old example of a deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.415170 -79.915800 McFarren Street (Second Avenue) 9 Mile Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1886 1936 Unknown 6 6 77 23.47 80 24.38 15.7 4.79 https://historicbridges.org/pennsylvania/mcfarren/little_img_5179_small.jpg https://historicbridges.org/pennsylvania/mcfarren/little_img_5179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcfarren/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415170,-79.915800
1082 Duck Hollow Railroad Bridge This railroad bridge has built-up beams and is supported by built-up steel bents. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.415260 -79.915940 Railroad (Baltimore and Ohio) 9 Mile Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 0 0 0 0 0 Unknown 3 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/mcfarrenrr/little_p1230755_6_7_fused_small.jpg https://historicbridges.org/pennsylvania/mcfarrenrr/little_p1230755_6_7_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcfarrenrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415260,-79.915940
1083 ! Dufferin Street Bridge Dufferin Street Overhead This plate girder bridge has three girder lines to accomodate a larger roadway. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.634180 -79.425510 Dufferin Street Railroad (Go, Canadian National) Toronto Toronto City, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 1912 1995 Unknown 3 6 61.7 18.81 0 0 68.9 21 https://historicbridges.org/ontario/dufferinstreet/little_dufferinstreetbridge0276_small.jpg https://historicbridges.org/ontario/dufferinstreet/little_dufferinstreetbridge0276.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dufferinstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.634180,-79.425510
1088 Dunbar Road Bridge One of two curved t-beam expressway overpasses in Michigan listed on the National Register of Historic Places. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by W. H. Knapp Company of Monroe, Michigan. The bridge was primarily designed by Michigan State Highway Department. 41.890230 -83.382670 Dunbar Road I-75 Rural Monroe County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1955 0 W. H. Knapp Company of Monroe, Michigan Michigan State Highway Department 4 6 70 21.34 236 71.93 26 7.92 https://historicbridges.org/michigan/75dunbar/little_p1120095_small.jpg https://historicbridges.org/michigan/75dunbar/little_p1120095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/75dunbar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.890230,-83.382670
1089 Dundas Street Bridge This bridge is noted for both its curved roadway and variable depth reinforced concrete slab. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 44.251700 -76.945680 Dundas Street Napanee River Napanee Lennox and Addington County, Ontario Ontario Canada Concrete Slab Fixed 0 2 0 0 1950 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/ontario/napanee/little_p1050023_small.jpg https://historicbridges.org/ontario/napanee/little_p1040996.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/napanee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.251700,-76.945680
1091 Dundee Railroad Bridge This through truss also has some plate girder approaches, and the main truss span is supported by unusual caissons. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.953040 -83.647330 Railroad (Ann Arbor Railroad) River Raisin Dundee Monroe County, Michigan Michigan United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 Metal Deck Girder Fixed 0 3 1922 0 American Bridge Company of New York, New York 5 6 120 36.58 250 76.2 12 3.66 https://historicbridges.org/truss/dundee/little_img_0153_small.jpg https://historicbridges.org/truss/dundee/little_img_0153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dundee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.953040,-83.647330
1092 Dundee Road Bridge This is a bridge has a history of alteration, but at the core is a very old concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry L. Emerson. 42.139770 -87.903820 Dundee Road (IL-68) Des Plaines River Wheeling Cook County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1905 1982 Unknown Harry L. Emerson 5 5 72 21.95 172 52.43 52 15.85 https://historicbridges.org/illinois/dundeeroad/little_dundeeroad2373_small.jpg https://historicbridges.org/illinois/dundeeroad/little_dundeeroad2373.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/dundeeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.139770,-87.903820
1094 Dunns Bridge This extremely rare and bizarre bridge undoubtedly has one of the most unusual bridge histories ever! The technical description of the main or most noteworthy span of the bridge is a metal Braced Ribbed through arch, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. 41.219870 -86.969090 CR-500 East (Old Alignment) Kankakee River Rural Porter County, Indiana and Jasper County, Indiana Indiana United States Metal Braced Ribbed Through Arch Fixed 0 1 0 0 1895 0 P. E. Lane of Chicago, Illinois 9 9 0 0 0 0 0 0 https://historicbridges.org/indiana/dunns/bkg_hbmebridges021_small.jpg https://historicbridges.org/indiana/dunns/hbmebridges0082.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dunns/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.219870,-86.969090
1095 Dunnville Bottoms Railroad Bridge Partially built by a noteworthy bridge company, this is an old and extremely unusual railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 233.5 ft (71.17 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 44.704290 -91.869610 Railroad (Red Cedar State Rail-Trail) Chippewa River Rural Dunn County, Wisconsin Wisconsin United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 Metal Pratt Pin-Connected Through Truss Fixed 6 29 1881 1932 Morse Bridge Company of Youngstown, Ohio 8 9 233.5 71.17 860 262.13 0 0 https://historicbridges.org/wisconsin/dunnvillebottomsrailroad/little_addunnville_2674_small.jpg https://historicbridges.org/wisconsin/dunnvillebottomsrailroad/little_addunnville_2653.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/dunnvillebottomsrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.704290,-91.869610
1096 Duplain and Ovid Drain Bridge This bridge on private property appears to be an unusual, late example of a bowstring, likely built in the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. 43.035530 -84.427710 Private Access Duplain and Ovid Drain Rural Clinton County, Michigan Michigan United States Metal Bowstring Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/michigan/shepardsvilleprivate/little_p1430654_small.jpg https://historicbridges.org/michigan/shepardsvilleprivate/little_p1430654.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/shepardsvilleprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.035530,-84.427710
1097 Duquesne Slag Bridge This is an unusual deck cantilever truss bridge serving a private road. The technical description of the main or most noteworthy span of the bridge is a metal cantilever (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.662330 -80.255150 Duquesne Slag Private Road Constitution Boulevard (PA-51) and Railroad (Pittsburgh and Lake Erie) Monaca Beaver County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever (Straight Chords) 5 0 0 1928 0 Unknown 7 7 0 0 377 114.91 28 8.53 https://historicbridges.org/pennsylvania/slag/little_p1200527_small.jpg https://historicbridges.org/pennsylvania/slag/little_img_4283.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/slag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.662330,-80.255150
1098 Durbin Bridge This is a good, unaltered example of a standard plan steel stringer bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.917730 -80.485690 Veterans Road (PA-4003) Dunkard Fork Wheeling Creek Rural (Durbin) Greene County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1956 0 Unknown 1 3 60 18.29 126 38.4 28 8.53 https://historicbridges.org/pennsylvania/veteransroad/little_veteransroad0150_small.jpg https://historicbridges.org/pennsylvania/veteransroad/little_veteransroad0150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/veteransroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.917730,-80.485690
1099 Durham Highway 2 Bridge This is a very old example of a concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.921330 -78.572370 Railroad (Canadian Pacific) Durham Highway 2 (King Avenue) Rural Durham Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1912 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/kingavenueoldkh2/little_p1580367_small.jpg https://historicbridges.org/ontario/kingavenueoldkh2/little_p1580367.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingavenueoldkh2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.921330,-78.572370
1100 Dutton Mill Road Bridge One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete technology. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 39.980278 -75.513889 Dutton Mill Road Ridley Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 0 0 Unknown 2 2 27 8.23 32.2 9.81 18.4 5.61 https://historicbridges.org/pennsylvania/bridge157duttonsmill/little_bridge157015_small.jpg https://historicbridges.org/pennsylvania/bridge157duttonsmill/little_bridge157015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge157duttonsmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.980278,-75.513889
1101 Petroleum Center Bridge Eagle Rock Road Bridge This ornate two-span structure is a beautiful centerpiece for Oil Creek State Park. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 41.516550 -79.682720 Eagle Rock Road (PA-1004) Oil Creek Petroleum Center (Rural) Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1884 1984 Morse Bridge Company of Youngstown, Ohio 8 8 117 35.66 239 72.85 15.4 4.69 https://historicbridges.org/pennsylvania/eaglerock/little_pict6727_small.jpg https://historicbridges.org/pennsylvania/eaglerock/little_pict6727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eaglerock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.516550,-79.682720
1102 Eagle Avenue Viaduct This is the oldest vertical lift in Cleveland, and was once part of a long viaduct. The technical description of the main or most noteworthy span of the bridge is a 296 ft (90.22 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 41.493310 -81.692320 Eagle Avenue Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Pennsylvania Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 14 1 Metal Rigid-Frame Fixed 0 2 1931 1991 Strobel Steel Construction Company of Chicago, Illinois Waddell and Hardesty of New York, New York 7 9 296 90.22 296 90.22 39 11.89 https://historicbridges.org/ohio/eaglelift/cleveland0921_small.jpg https://historicbridges.org/ohio/eaglelift/cleveland0202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eaglelift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.493310,-81.692320
1103 Eagle Harbor Bridge Bridge E-203 This longer spanning lift bridge is in a slightly less populated area than many of the Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 122.7 ft (37.4 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Thomas Crimmins Contracting Company of New York, New York. 43.251880 -78.253140 Eagle Harbor Waterport Road (CR-21) Erie Canal (New York State Barge Canal) Eagle Harbor Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1910 0 Thomas Crimmins Contracting Company of New York, New York 8 7 122.7 37.4 144.7 44.1 18.4 5.61 https://historicbridges.org/newyork/eagleharbor/little_liftbr071_small.jpg https://historicbridges.org/newyork/eagleharbor/little_liftbr071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eagleharbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.251880,-78.253140
1104 Eagleville Road Bridge One of a few remaining examples of this attractive concrete bridge type in the county. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 41.182450 -83.663900 Eagleville Road (Broadway Street) Rocky Ford Creek North Baltimore Wood County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown 6 7 55 16.76 61 18.59 23 7.01 https://historicbridges.org/ohio/northbaltimore/little_img_6974_small.jpg https://historicbridges.org/ohio/northbaltimore/little_img_6974.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/northbaltimore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.182450,-83.663900
1105 East Boulevard Drive Bridge This small but beautiful bridge is unlike the other arch bridges in Flint. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.032440 -83.681240 East Boulevard Drive Gilkey Creek Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 4 6 30 9.14 31.8 9.69 26 7.92 https://historicbridges.org/michigan/eastboulevard/little_dscf2971_small.jpg https://historicbridges.org/michigan/eastboulevard/little_dscf2971.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eastboulevard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.032440,-83.681240
1107 East Bridge Street Bridge One of two similar closed plate girder bridges in Parkesburg. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.958800 -75.924650 East Bridge Street Railroad (Amtrak and Norfolk Southern) Parkesburg Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 4 0 0 1903 1954 Unknown 6 6 42 12.8 150 45.72 19.4 5.91 https://historicbridges.org/pennsylvania/parkesburgebridgest/little_parkesburgebridgest008_small.jpg https://historicbridges.org/pennsylvania/parkesburgebridgest/little_parkesburgebridgest008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parkesburgebridgest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.958800,-75.924650
1110 East Hill Road Bridge This bridge retains its original materials, but is supported by steel stringers today. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.213580 -76.491710 East Hill Road Catatonk Creek Spencer Tioga County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1897 2005 Groton Bridge Company of Groton, New York 6 7 39 11.89 43 13.11 13.5 4.11 https://historicbridges.org/newyork/spencereasthill/little_easthillrd7_small.jpg https://historicbridges.org/newyork/spencereasthill/little_easthillrd7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spencereasthill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213580,-76.491710
1111 East River Bridge East River Crossing Road Bridge This is an early 20th century pony truss in decent condition. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.646030 -76.117490 East River Crossing Road East Branch Tioughnioga River East River Cortland County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1913 1972 Groton Bridge Company of Groton, New York 5 5 91 27.74 91 27.74 16.4 5 https://historicbridges.org/newyork/eastriver/bkg_newyork607_small.jpg https://historicbridges.org/newyork/eastriver/newyork1784.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eastriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.646030,-76.117490
1113 East Rocks Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.149020 -73.411340 East Rocks Road Merritt Parkway (CT-15) Norwalk Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 0 Mariani Construction Company of New Haven, Connecticut 6 6 72 21.95 79 24.08 26.6 8.11 https://historicbridges.org/connecticut/eastrocks/little_img_2213_small.jpg https://historicbridges.org/connecticut/eastrocks/little_img_2213.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/eastrocks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.149020,-73.411340
1114 East Swinney Park Bridge Mechanic Street Bridge One of the most unusual and significant bridges in Indiana is this truss bridge built for pedestrian use only, and by an important company at that! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.077560 -85.159950 Rivergreenway (Non-Motorized Path) St. Marys River Fort Wayne Allen County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 15 1 Metal Stringer (Multi-Beam) Fixed 0 5 1898 0 King Bridge Company of Cleveland, Ohio 8 8 0 0 180 54.86 8 2.44 https://historicbridges.org/truss/swinney/little_pict6344_small.jpg https://historicbridges.org/truss/swinney/little_pict6344.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/swinney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.077560,-85.159950
1115 ! Eastern Avenue Bridge This abandoned bridge is a rare Canadian example of a through truss with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.655550 -79.351740 Eastern Avenue (Abandoned Alignment) Don River Toronto Toronto City, Ontario Ontario Canada Metal Baltimore Rivet-Connected Through Truss Fixed 14 1 0 0 1933 0 Unknown 7 7 148 45.11 148 45.11 62 18.9 https://historicbridges.org/ontario/easternavenue/little_easternavenue1074_small.jpg https://historicbridges.org/ontario/easternavenue/little_easternavenue1074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/easternavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.655550,-79.351740
1120 East Portage Avenue Bridge One of two identical arch bridges in Sault Ste Marie. The technical description of the main or most noteworthy span of the bridge is a 264.8 ft (80.71 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 46.496270 -84.333630 East Portage Avenue Power Canal Sault Ste. Marie Chippewa County, Michigan Michigan United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 0 0 1970 1987 American Bridge Company of New York, New York 1 3 264.8 80.71 264.8 80.71 45 13.72 https://historicbridges.org/michigan/eastportage/little_eastportageavenue0593_small.jpg https://historicbridges.org/michigan/eastportage/little_eastportageavenue0593.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eastportage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.496270,-84.333630
1121 East Troy Bridge This bridge is an attractive find for anyone traveling along scenic US-6. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.769460 -76.735350 US-6 (Roosevelt Highway) Sugar Creek East Troy Bradford County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1941 1988 Unknown 5 5 190 57.91 192 58.52 26 7.92 https://historicbridges.org/pennsylvania/easttroy/newyork0700_small.jpg https://historicbridges.org/pennsylvania/easttroy/newyork0700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/easttroy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769460,-76.735350
1123 Echo River Bridge Bay Street Bridge A rare example of a multi-span pony truss in a scenic location. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 46.494270 -84.077290 Bay Street Echo River Echo Bay Algoma District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 2 0 0 0 0 Unknown 7 7 92 28.04 190 57.91 0 0 https://historicbridges.org/truss/echoriver/little_pict3346_small.jpg https://historicbridges.org/truss/echoriver/little_pict3346.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/echoriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.494270,-84.077290
1124 Echo River Railroad Bridge This through plate girder features an unusual curved design. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, fixed. The bridge was primarily built by Unknown. 46.494250 -84.077910 Railroad Echo River Echo Bay Algoma District, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 4 4 105 32 105 32 0 0 https://historicbridges.org/other/echoriver/little_pict3369_small.jpg https://historicbridges.org/other/echoriver/little_pict3369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/echoriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.494250,-84.077910
1126 Edge Mill Road Bridge This stone arch bridge rests on a taller pier than other stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.010730 -75.743490 Edge Mill Road (PA-4015) Branch Beaver Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1916 0 Dunleavy Brothers of Coatesville, Pennsylvania Nathan R. Rambo 7 6 24 7.32 74.2 22.62 20.3 6.19 https://historicbridges.org/pennsylvania/chester124edgesmill/little_bridge1243_small.jpg https://historicbridges.org/pennsylvania/chester124edgesmill/little_bridge1243.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester124edgesmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.010730,-75.743490
1127 Edgington Road Bridge With all the unusual details intact, this small truss bridge is an outstanding example of a Wrought Iron Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.568520 -82.914710 Edgington Road (TR-133) Shaw Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1990 Wrought Iron Bridge Company of Canton, Ohio 7 7 39 11.89 40 12.19 13.8 4.21 https://historicbridges.org/ohio/edgington5930723/little_edgington5930723_1764_small.jpg https://historicbridges.org/ohio/edgington5930723/little_edgington5930723_1764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edgington5930723/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.568520,-82.914710
1130 Edna Dean Proctor Bridge This is a concrete arch bridge that is faced in stone to make it look like a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 54.5 ft (16.61 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.178720 -71.821940 NH-114 (Bridge Street) Contoocook River Henniker Merrimack County, New Hampshire New Hampshire United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1939 2001 Unknown 7 7 54.5 16.61 118 35.97 31.2 9.51 https://historicbridges.org/newhampshire/henniker/little_p1510965_small.jpg https://historicbridges.org/newhampshire/henniker/little_p1510965.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/henniker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.178720,-71.821940
1131 Ehrmentraut Farm Bridge Among the oldest metal bridges in the country is this extremely rare Whipple Arch bowstring. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by John Hutchinson of Troy, New York. The bridge was primarily designed by Squire Whipple. 43.087920 -77.830670 Farm Trail Black Creek Rural Monroe County, New York New York United States Metal (Cast Iron) Bowstring Pony Truss Fixed 9 1 0 0 1859 0 John Hutchinson of Troy, New York Squire Whipple 9 10 0 0 0 0 0 0 https://historicbridges.org/newyork/ehrmentraut/bkg_newyork021_small.jpg https://historicbridges.org/newyork/ehrmentraut/newyork0040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ehrmentraut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.087920,-77.830670
1132 Eisenhower Bridge Iowa Bridge Number 328160 This large-span pin-connected Pratt was relocated to this site in 1930 and is associated with Chicago engineer Horace Horton. The technical description of the main or most noteworthy span of the bridge is a 178.2 ft (54.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania and James B. Diver Bridge Company of Keokuk, Iowa. 40.678390 -92.117460 252nd Avenue Fox River Rural Van Buren County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 Wood Stringer (Multi-Beam) Fixed 0 1 1888 1930 Penn Bridge Company of Beaver Falls, Pennsylvania and James B. Diver Bridge Company of Keokuk, Iowa 7 8 178.2 54.32 197.2 60.11 15.7 4.79 https://historicbridges.org/iowa/252nd/little_dscf6014_small.jpg https://historicbridges.org/iowa/252nd/little_dscf6014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/252nd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.678390,-92.117460
1134 Eldorado Bridge Iowa Bridge Number 152920 A historically intact example of an uncommon truss type. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by J. G. Ratcliff of Waukon, Iowa. 43.054030 -91.834630 State Street Turkey River Eldorado Fayette County, Iowa Iowa United States Metal Camelback Pin-Connected Through Truss Fixed 7 1 0 0 1899 0 J. G. Ratcliff of Waukon, Iowa 7 8 130 39.62 130 39.62 15.8 4.82 https://historicbridges.org/iowa/eldorado/little_dscf5676_small.jpg https://historicbridges.org/iowa/eldorado/little_img_1522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eldorado/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.054030,-91.834630
1135 Indiana Harbor Canal Elgin, Joliet, and Eastern Railroad Bridge Bridge 631 This bridge is a small example of a Scherzer Rolling Lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 87.5 ft (26.67 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.648570 -87.468410 Railroad (Canadian National) Indiana Harbor Canal East Chicago Lake County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 4 1 Metal Deck Girder Fixed 0 0 1913 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 87.5 26.67 0 0 0 0 https://historicbridges.org/indiana/ejeindianaharbor/little_p2170166_small.jpg https://historicbridges.org/indiana/ejeindianaharbor/little_p2170166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ejeindianaharbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.648570,-87.468410
1137 ! Elkhurst Swinging Bridge Slated for demolition despite support from locals, this bridge is a large and rare example of a swinging type suspension bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. 38.451070 -81.153870 CR-22 Elk River Elkhurst Clay County, West Virginia West Virginia United States Metal Wire Cable Suspension Fixed 0 3 0 0 1930 0 Unknown 6 7 192 58.52 424 129.24 8.2 2.5 https://historicbridges.org/wvirginia/elkhurst/july1_small.jpg https://historicbridges.org/wvirginia/elkhurst/july1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/elkhurst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.451070,-81.153870
1138 Elkview Road Bridge An excellent example of a truss bridge built by a noteworthy local bridge company. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 39.802570 -75.904730 Elkview Road Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1892 0 John Denithorne and Sons of Phoenixville, Pennsylvania 6 7 51.8 15.79 51.8 15.79 15 4.57 https://historicbridges.org/pennsylvania/chester35elkview/little_elkviewroadbridgeadd_2641_small.jpg https://historicbridges.org/pennsylvania/chester35elkview/little_elkviewroadbridgeadd_2641.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester35elkview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802570,-75.904730
1139 Chaney Lake Road Bridge This small bridge shows a relatively early construction date for its design. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.457440 -89.943720 Chaney Lake Road (CR-519) Little Black River Rural Gogebic County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1934 0 Unknown 1 3 28 8.53 30.8 9.39 30.8 9.39 https://historicbridges.org/michigan/eli/bkg_IMG_0600-168_small.jpg https://historicbridges.org/michigan/eli/IMG_0600.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eli/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.457440,-89.943720
1140 Elizabeth Bridge Regis Malady Bridge This is a highly attractive example of a 1950s truss bridge that has the visual appearance of an arch bridge. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.275070 -79.887990 PA-51 (Hayden Boulevard) Monongahela River and Various Streets Elizabeth and West Elizabeth Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 12 Continuous (Arch and Suspended Deck) 3 Metal Stringer (Multi-Beam) Fixed 0 13 1951 1985 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 7 7 450 137.16 1502 457.81 53.5 16.31 https://historicbridges.org/pennsylvania/elizabeth/little_elizabeth1533_small.jpg https://historicbridges.org/pennsylvania/elizabeth/little_elizabeth1533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/elizabeth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.275070,-79.887990
1141 Elizabeth Drive Bridge An excellent example of a traditional arch bridge with balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. W. Kutche and Company. 42.136330 -83.178980 Elizabeth Drive Elizabeth Park Canal Trenton Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 A. W. Kutche and Company 5 6 59.7 18.2 59.7 18.2 39 11.89 https://historicbridges.org/michigan/elizabeth/little_p1140074_5_6_painterly_small.jpg https://historicbridges.org/michigan/elizabeth/little_p1140074_5_6_painterly.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elizabeth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.136330,-83.178980
1145 Elizabeth Street Bridge A two span rigid-frame with good historic and physical integrity. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.285370 -83.388720 Elizabeth Street Lower River Rouge Wayne Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 2 0 0 1956 0 Unknown 4 5 67 20.42 145 44.2 36 10.97 https://historicbridges.org/michigan/elizabeth2/little_p1370674_small.jpg https://historicbridges.org/michigan/elizabeth2/little_p1370674.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elizabeth2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.285370,-83.388720
1146 Elkhorn City Bridge West Bridge Street Bridge One of two rare multi-span pin-connected through truss spans in very poor condition in this area. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 37.305490 -82.351670 Bridge Street (Old KY-80) Russell Fork Elkhorn City Pike County, Kentucky Kentucky United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 0 2 1912 0 Champion Bridge Company of Wilmington, Ohio 7 7 0 0 0 0 0 0 https://historicbridges.org/kentucky/elkhorncity/thumb.jpg https://historicbridges.org/kentucky/elkhorncity/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/elkhorncity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.305490,-82.351670
1147 Elkhorn City Bridge East Bridge Street Bridge One of two rare multi-span pin-connected through truss spans in very poor condition in this area. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 37.304050 -82.342770 Bridge Street (Old KY-80) Russell Fork Elkhorn City Pike County, Kentucky Kentucky United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 0 2 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/kentucky/elkhorncity2/thumb.jpg https://historicbridges.org/kentucky/elkhorncity2/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/elkhorncity2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.304050,-82.342770
1148 Elliott Bridge Greenes Road Bridge A tiny little beam bridge with v-laced railings. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.400240 -80.332490 Greenes Road (TR-512) Raccoon Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1904 0 Unknown 2 1 29 8.84 33 10.06 10.8 3.29 https://historicbridges.org/pennsylvania/greenes/little_greenesroadadd1476_small.jpg https://historicbridges.org/pennsylvania/greenes/little_greenesroadadd1476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greenes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.400240,-80.332490
1149 Ellsworth Ranch Bridge Iowa Bridge Number 148950 With unusual design details, this bridge is also one of only three Thacher truss bridges left in the country! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal multiple-type-connected Thacher through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio, Milo A. Adams, Agent. 43.460160 -94.580420 130th Street East Fork Des Moines River Rural Emmet County, Iowa Iowa United States Metal Thacher Multiple-Type-Connected Through Truss Fixed 5 1 0 0 1895 1937 King Bridge Company of Cleveland, Ohio, Milo A. Adams, Agent 9 9 80 24.38 80 24.38 15 4.57 https://historicbridges.org/iowa/ellsworthranch/little_dscf6318_small.jpg https://historicbridges.org/iowa/ellsworthranch/little_dscf6318.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/ellsworthranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.460160,-94.580420
1150 Elm Avenue Bridge Iowa Bridge Number 87210 Located in a scenic agricultural setting, this is an attractive truss bridge. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.605650 -92.947210 Elm Avenue Beaver Creek Rural Butler County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 2 1910 0 Unknown 7 7 99 30.18 138 42.06 14.8 4.51 https://historicbridges.org/iowa/elm/little_dscf6103_small.jpg https://historicbridges.org/iowa/elm/little_dscf6103.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/elm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.605650,-92.947210
1151 Elm Circle Drive Bridge A strange little bridge, this is a rare and late example of bowstring bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal Bowstring pony truss, fixed. The bridge was primarily built by C.J. Glasgow Company of Detroit, Michigan. 42.300640 -83.302670 Elm Circle Drive (Abandoned) Lower River Rouge Inkster Wayne County, Michigan Michigan United States Metal Bowstring Pony Truss Fixed 9 1 0 0 1900 1969 C.J. Glasgow Company of Detroit, Michigan 6 7 56.8 17.31 59.7 18.2 12 3.66 https://historicbridges.org/truss/elmcircle/little_img_1697_small.jpg https://historicbridges.org/truss/elmcircle/little_img_1697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/elmcircle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.300640,-83.302670
1152 Elm Grove Stone Bridge Monument Place Bridge The oldest bridge in the state, this bridge features elliptical arches and is connected to prominent American history figures. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Moses Shepherd. 40.043760 -80.658610 US-40 (Historic National Road) Little Wheeling Creek Elm Grove Ohio County, West Virginia West Virginia United States Stone Elliptical Deck Arch Fixed 0 3 0 0 1817 1922 Moses Shepherd 9 10 38 11.58 194 59.13 37.4 11.4 https://historicbridges.org/wvirginia/elmgrove/bkg_swpenn0586_small.jpg https://historicbridges.org/wvirginia/elmgrove/swpenn070775.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/elmgrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043760,-80.658610
1153 Elm Street Bridge County Line Road Bridge An example of a concrete encased beam bridge, in relatively poor condition. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.072460 -84.828840 Elm Street (County Line Road) St. Joseph River Rural Branch County, Michigan and Calhoun County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 1 2 0 0 0 0 0 0 https://historicbridges.org/concrete/elm/bkg_smich34_small.jpg https://historicbridges.org/concrete/elm/smich183.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/elm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.072460,-84.828840
1154 Elm Street Bridge One of two unusual bridges that cross the river and associated flume. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.962930 -86.249350 Elm Street (New Elm Street) Manistique River Manistique Schoolcraft County, Michigan Michigan United States Concrete Slab Fixed 0 5 Concrete T-Beam Fixed 0 4 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/michigan/manistique/little_oldmanistique01_small.jpg https://historicbridges.org/michigan/manistique/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manistique/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.962930,-86.249350
1155 Elm Street Bridge One of two unusual riveted pedestrian overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 42.321870 -77.653730 Elm Street Walkway Canisteo River Hornell Steuben County, New York New York United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/newyork/elm/little_img_6042_small.jpg https://historicbridges.org/newyork/elm/little_img_6040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/elm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321870,-77.653730
1156 Elm Tree Road Bridge This unusual deck truss bridge was preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.262060 -87.830690 Elm Tree Road Ravine Lake Forest Lake County, Illinois Illinois United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/illinois/elmtree/little_img_1294_small.jpg https://historicbridges.org/illinois/elmtree/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/elmtree/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.262060,-87.830690
1158 Elmore Railroad Bridge An attractive deck truss was converted for rail-trail use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.476710 -83.298520 Railroad (Rail-Trail) Portage River Elmore Ottawa County, Ohio Ohio United States Metal Warren Rivet-Connected Deck Truss Fixed 10 2 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ohio/elmorerr/little_pict9543_small.jpg https://historicbridges.org/ohio/elmorerr/little_pict9543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/elmorerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.476710,-83.298520
1160 Emerald Street Footbridge This is an extremely rare and unusual continuous truss foot bridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.262940 -79.849680 Emerald Street Railroad (Canadian National) Hamilton Hamilton City, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 0 Continuous 3 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/hamiltonrroverpass/little_hamiltonrroverpass0490_small.jpg https://historicbridges.org/ontario/hamiltonrroverpass/little_hamiltonrroverpass0490.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hamiltonrroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.262940,-79.849680
1161 Emergency Swing Dam This globally significant structure is a unique type of dam that can be deployed and held up by this beautiful swing bridge type structure. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal pin-connected Baltimore through truss, movable: swing, Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 46.513310 -84.357970 Maintenance Walkway Sault Canal (St. Marys River) Sault Ste. Marie Algoma District, Ontario Ontario Canada Metal Baltimore Pin-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1898 0 Dominion Bridge Company of Montréal, Québec 9 10 375 114.3 375 114.3 0 0 https://historicbridges.org/truss/emergencyswing/sault001_small.jpg https://historicbridges.org/truss/emergencyswing/sault001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/emergencyswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.513310,-84.357970
1162 Engle Bridge An extremely rare example of small-scale open spandrel arch bridge construction. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.753720 -79.064030 Engles Mill Road (TR-325) Piney Run Rural Somerset County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown 6 6 50 15.24 52 15.85 12.8 3.9 https://historicbridges.org/pennsylvania/engle/bkg_swpenn1288_small.jpg https://historicbridges.org/pennsylvania/engle/swpenn073037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/engle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.753720,-79.064030
1163 Erb Farm Bridge An extremely rare example of a Queenpost truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 43.495400 -81.696780 Private Farm Trail Local Creek/Drain Rural Huron County, Ontario Ontario Canada Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/truss/frmtruss/thumb.jpg https://historicbridges.org/truss/frmtruss/little_pict1620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/frmtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.495400,-81.696780
1164 Erie Canal CSX Railroad Bridge Bridge E-167 One of two heavilly skewed through truss bridges at this location, sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.170610 -77.678770 Railroad (CSX) Erie Canal (New York State Barge Canal) Rochester Monroe County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/eriecanalrrsouthbridge/little_p1420520_small.jpg https://historicbridges.org/newyork/eriecanalrrsouthbridge/little_p1420520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eriecanalrrsouthbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.170610,-77.678770
1165 Erie Canal Trolley Bridge Bridge E-168 One of two heavilly skewed through truss bridges at this location, sitting side by side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.170860 -77.679000 Railroad (Abandoned Rochester, Lockport and Buffalo) Erie Canal (New York State Barge Canal) Rochester Monroe County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 11 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/eriecanalrrnorthbridge/little_p1420543_small.jpg https://historicbridges.org/newyork/eriecanalrrnorthbridge/little_p1420543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eriecanalrrnorthbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.170860,-77.679000
1166 ! Erie Railroad Bridge An attractive and unaltered example of a pin-connected railroad truss, this bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.432570 -79.709460 Railroad (Western New York and Pennsylvania) Oil Creek Oil City Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1892 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/oilcityrr/little_dscf9648_small.jpg https://historicbridges.org/pennsylvania/oilcityrr/little_dscf9648.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oilcityrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.432570,-79.709460
1167 Erie Railroad Honeoye Creek Bridge Bridge Number 370.58 This plate girder is seated on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.970960 -77.716200 Railroad (Livonia, Avon and Lakeville Railroad) Honeoye Creek Golah Monroe County, New York New York United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/newyork/honeoyecreek/little_golah11_navy21_small.jpg https://historicbridges.org/newyork/honeoyecreek/little_golah11_navy21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/honeoyecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.970960,-77.716200
1170 Escanaba River Railroad Bridge This is an impressive, massive multi-span deck truss. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 45.799580 -87.080830 Railroad (Canadian National) Escanaba River North Escanaba Delta County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 10 5 Metal Deck Girder Fixed 0 4 1901 0 American Bridge Company of New York, New York 7 7 100 30.48 680 207.26 0 0 https://historicbridges.org/michigan/escanabawarrendecktruss/little_escanabawarrendecktruss_1440_1_2_fused_small.jpg https://historicbridges.org/michigan/escanabawarrendecktruss/little_escanabawarrendecktruss_1440_1_2_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/escanabawarrendecktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.799580,-87.080830
1175 Evans Avenue Bridge This is an attractive continuous concrete curved t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. 37.749370 -122.397140 Evans Avenue Storage Area and Parking Lot San Francisco San Francisco County, California California United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1947 0 Unknown 3 5 54 16.46 108 32.92 64 19.51 https://historicbridges.org/california/evansavenue/little_day4_evansavenuebridge05267_small.jpg https://historicbridges.org/california/evansavenue/little_day4_evansavenuebridge05267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/evansavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.749370,-122.397140
1176 Evans Bridge This bridge displays the unusual design details of the small, but noteworthy Pennsylvania bridge builder. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.019900 -80.150950 Iams Hill Road (TR-372) 10 Mile Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 1949 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 90 27.43 94.2 28.71 15 4.57 https://historicbridges.org/pennsylvania/iamshillroad/little_iamshillroad1366_small.jpg https://historicbridges.org/pennsylvania/iamshillroad/little_iamshillroad1366.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/iamshillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.019900,-80.150950
1178 Evart Railroad Bridge This truss bridge is a noteworthy historic landmark on this lengthy rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.900690 -85.254550 Railroad (Pere Marquette Rail-Trail) Muskegon River Evart Osceola County, Michigan Michigan United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/michigan/evart/little_evartrrbridgemuskegonr6_small.jpg https://historicbridges.org/michigan/evart/little_evartrrbridgemuskegonr6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/evart/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.900690,-85.254550
1179 Eveland Bridge Wilson's Ferry Bridge One of the longest of its type in the nation, also an early, unusual, pre-1880 example of its type, with cast iron components. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Western Bridge Works of Fort Wayne, Indiana. 41.242730 -92.756500 Fulton Avenue Des Moines River Rural Mahaska County, Iowa Iowa United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 0 4 0 0 1877 1903 Western Bridge Works of Fort Wayne, Indiana 9 9 164 49.99 647 197.21 18 5.49 https://historicbridges.org/iowa/eveland/little_dscf6036_small.jpg https://historicbridges.org/iowa/eveland/little_img_2080.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eveland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.242730,-92.756500
1180 Evelyn Avenue Bridge A standard plan stringer of decent length located near the Elm Grove Stone Bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.042870 -80.659500 Evelyn Avenue (WV-88) Big Wheeling Creek Elm Grove Ohio County, West Virginia West Virginia United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1948 0 Unknown 2 2 110 33.53 227 69.19 39.4 12.01 https://historicbridges.org/wvirginia/evelyn/bkg_swpenn0583_small.jpg https://historicbridges.org/wvirginia/evelyn/swpenn070777.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/evelyn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.042870,-80.659500
1181 Everman Road Bridge This traditionally composed pony truss is easy to visit. The technical description of the main or most noteworthy span of the bridge is a 73.8 ft (22.49 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 42.621250 -77.735850 Everman Road Canaseraga Creek Rural Livingston County, New York New York United States Metal Pratt Pin-Connected Pony Truss Fixed 5 1 0 0 1894 1953 Unknown 6 6 73.8 22.49 74.8 22.8 14.4 4.39 https://historicbridges.org/newyork/everman/little_redoevermanroad4215_small.jpg https://historicbridges.org/newyork/everman/little_redoevermanroad4215.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/everman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.621250,-77.735850
1182 ! Ewing Avenue Bridge 92nd Street Bridge This is one of the oldest highway bridges on the Calumet River. The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.727500 -87.541670 Ewing Avenue (US-41) Calumet River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1914 1992 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 8 228 69.49 338 103.02 36 10.97 https://historicbridges.org/illinois/ewing/little_p1630512_small.jpg https://historicbridges.org/illinois/ewing/little_p1630512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ewing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.727500,-87.541670
1183 Exchange Street Bridge An impressive, noteworthy multi-span example of an uncommon truss type. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 42.093740 -75.907830 Exchange Street Susquehanna River Binghamton Broome County, New York New York United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 12 2 0 0 1902 1989 Owego Bridge Company of Owego, New York 8 9 200 60.96 407.8 124.3 29.5 8.99 https://historicbridges.org/newyork/exchange/newyork1392_small.jpg https://historicbridges.org/newyork/exchange/newyork1365.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/exchange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.093740,-75.907830
1184 Exchange Street Bridge Joseph A. Scapelliti Memorial Bridge, Bridge E-230 One of the unusual Erie Canal vertical lift bridges. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. 43.176770 -78.685680 Exchange Street Erie Canal (New York State Barge Canal) Lockport Niagara County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Deck Girder Fixed 0 2 1915 2001 McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio 8 8 99.7 30.39 133 40.54 23.6 7.19 https://historicbridges.org/truss/exchange/little_img_0037_small.jpg https://historicbridges.org/truss/exchange/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/exchange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.176770,-78.685680
1185 Fabyan Forest Preserve East Channel Bridge This unique pedestrian footbridge has a strongly European design that is extremely rare in the United States. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice through girder, fixed. The bridge was primarily built by Unknown. 41.870200 -88.308620 Pedestrian Walkway Fox River East Channel Geneva Kane County, Illinois Illinois United States Metal Lattice Rivet-Connected Through Girder Fixed 0 4 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/illinois/genevatruss/little_p1170437_small.jpg https://historicbridges.org/illinois/genevatruss/little_p1170550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/genevatruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.870200,-88.308620
1191 Fair Oaks Bridge This impressive and rare pin-connected Pennsylvania truss is preserved for non-motorized use. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Western Bridge and Construction Company of Omaha, Nebraska. 38.636310 -121.265130 Bridge Street American River Fair Oaks Sacramento County, California California United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 2 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 1909 0 Western Bridge and Construction Company of Omaha, Nebraska 8 8 202 61.57 617 188.06 16 4.88 https://historicbridges.org/california/fairoaksbridge/little_day3_fairoaksbridge02653_small.jpg https://historicbridges.org/california/fairoaksbridge/little_day3_fairoaksbridge02653.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/fairoaksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.636310,-121.265130
1192 Falknor Road Arch Bridge Blankenship Park Stone Arch Bridge A graceful stone arch span is positioned just before an abandoned truss bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.096850 -84.352250 Falknor Road (Old Alignment) Stillwater River Tributary Rural Miami County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ohio/falknorarch/little_pict2958_small.jpg https://historicbridges.org/ohio/falknorarch/little_pict2958.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/falknorarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.096850,-84.352250
1193 Falknor Road Bridge Blankenship Park Bridge Bypassed in 1970, this truss bridge has been allowed to rot away despite its proximity to a park. The technical description of the main or most noteworthy span of the bridge is a 112.5 ft (34.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.096590 -84.352940 Falknor Road (Old Alignment) Stillwater River Rural Miami County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1899 0 Unknown 7 7 112.5 34.29 225 68.58 0 0 https://historicbridges.org/ohio/falknor/little_pict2975_small.jpg https://historicbridges.org/ohio/falknor/little_pict2975.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/falknor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.096590,-84.352940
1194 Fallingwater Bridge Kaufmann Residence Bridge This bridge is an integral part of the famous Fallingwater complex. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Lloyd Wright. 39.906330 -79.467690 Pedestrian Walkway Bear Run Rural Fayette County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 1 0 0 1936 0 Unknown Frank Lloyd Wright 4 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/fallingwater/little_fallingwater1530_small.jpg https://historicbridges.org/pennsylvania/fallingwater/little_fallingwater1530.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fallingwater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.906330,-79.467690
1195 Falls Bridge This spectacular bridge was originally built to be a double-deck bridge, giving it a unique design and appearance. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Filbert, Porter, and Company. The bridge was primarily designed by George S. Webster. 40.008450 -75.197350 Falls Bridge Road Schuylkill River Philadelphia Philadelphia County, Pennsylvania Pennsylvania United States Metal Baltimore Pin-Connected Through Truss Fixed 16 3 0 0 1895 1986 Filbert, Porter, and Company George S. Webster 9 9 180 54.86 566 172.52 26 7.92 https://historicbridges.org/pennsylvania/falls/little_dscf1354_small.jpg https://historicbridges.org/pennsylvania/falls/little_dscf1354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/falls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008450,-75.197350
1197 Falls River Soo Line Railroad Bridge This attractive bridge with unusual abutments has a rare continuous design and is a small example of its type. The technical description of the main or most noteworthy span of the bridge is a metal continuous (straight chords) rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.750970 -88.452400 Railroad (Soo Line, Former Duluth South Shore and Atlantic) Falls River L'Anse Baraga County, Michigan Michigan United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 Continuous (Straight Chords) 2 0 0 1916 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/michigan/fallsriverrrbridgesouth/little_fallsriverrrbridgesouth_5234_5_6_fused_small.jpg https://historicbridges.org/michigan/fallsriverrrbridgesouth/little_fallsriverrrbridgesouth_5234_5_6_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fallsriverrrbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.750970,-88.452400
1198 Falls River Soo Line Spur Railroad Bridge This is a traditionally composed plate girder with the faded name of its builder painted on it. The technical description of the main or most noteworthy span of the bridge is a metal continuous deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 46.751770 -88.452640 Railroad (Soo Line Spur) Falls River L'Anse Baraga County, Michigan Michigan United States Metal Deck Girder Fixed 0 Continuous 1 0 0 0 0 American Bridge Company of New York, New York 1 2 0 0 0 0 0 0 https://historicbridges.org/michigan/fallsriverrrbridgenorth/little_fallsriverrrbridgenorth_5278_small.jpg https://historicbridges.org/michigan/fallsriverrrbridgenorth/little_fallsriverrrbridgenorth_5278.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fallsriverrrbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.751770,-88.452640
1199 Fallston Bridge A large and ornate bridge is located near the home town of its builder; a rare two-span Whipple truss! The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.727620 -80.310100 Front Street Beaver River Fallston and New Brighton Beaver County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 2 0 0 1884 1981 Penn Bridge Company of Beaver Falls, Pennsylvania 8 9 200 60.96 406 123.75 18.4 5.61 https://historicbridges.org/pennsylvania/fallston/little_pict9517_small.jpg https://historicbridges.org/pennsylvania/fallston/little_pict9517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fallston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727620,-80.310100
1200 Farabee Drive Bridge This is an unaltered, early surviving example of a rivet-connected pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. Special note about bridge location: This bridge appears to be on a private drive. 40.029270 -80.223780 Farabee Drive 10 Mile Creek Rural Washington County, Pennsylvania Pennsylvania United States This bridge appears to be on a private drive. Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1904 0 Nelson and Buchanan of Chambersburg, Pennsylvania 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/farabeedrive/little_farabeedrive1524_small.jpg https://historicbridges.org/pennsylvania/farabeedrive/little_farabeedrive1524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farabeedrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.029270,-80.223780
1204 Farmington Road Bridge Hawthorne Drive Bridge / Nankin Mills Bridge A narrow truss bridge is buried in the woods just off the road, rewarding all who seek it. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.346400 -83.369550 Abandoned Farmington Road (Hawthorne Drive) Middle River Rouge Westland Wayne County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1950 1977 Unknown 5 6 59.7 18.2 64 19.51 10.5 3.2 https://historicbridges.org/michigan/farmington/little_img_6752_small.jpg https://historicbridges.org/michigan/farmington/little_img_6752.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/farmington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.346400,-83.369550
1205 Farnum Avenue Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.493611 -83.150833 Railroad (CN) Farnum Avenue Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 30 9.14 83 25.3 0 0 https://historicbridges.org/michigan/oakland_farnum/little_pict2271_small.jpg https://historicbridges.org/michigan/oakland_farnum/little_pict2271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_farnum/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.493611,-83.150833
1206 Faust Street Bridge A rare multi-span Whipple truss, this is one of the largest and most important bridges remaining from the prolific King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 29.697260 -98.106870 Faust Street Guadalupe River New Braunfels Comal County, Texas Texas United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 2 0 2 1887 1998 King Bridge Company of Cleveland, Ohio 8 9 220 67.06 640 195.07 0 0 https://historicbridges.org/texas/faust/little_pict8651_small.jpg https://historicbridges.org/texas/faust/little_pict8652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/faust/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.697260,-98.106870
1207 ! Fenton Road Bridge One of several concrete arch bridges in Flint, this bridge lost its original guardrails. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.003470 -83.693690 Fenton Road Thread Creek Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1924 1948 Unknown 2 3 59.7 18.2 66 20.12 42 12.8 https://historicbridges.org/concrete/fenton/little_p1750466_small.jpg https://historicbridges.org/concrete/fenton/little_p1750466.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fenton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.003470,-83.693690
1210 Ferry Road Bridge An intact and noteworthy representative of a historic concrete slab bridge. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) concrete slab, fixed. The bridge was primarily built by Unknown. 42.138110 -83.156150 Ferry Road Thorofare Canal Grosse Ile Wayne County, Michigan Michigan United States Concrete Slab Fixed 0 4 0 0 1947 0 Unknown 2 5 26 7.92 94.8 28.9 28 8.53 https://historicbridges.org/michigan/ferry/little_dscf7865_small.jpg https://historicbridges.org/michigan/ferry/little_dscf7865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.138110,-83.156150
1211 Ferry Street Bridge A rare and unusual example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 164.7 ft (50.2 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 42.915190 -78.902120 Ferry Street (Robert Rich Way) Black Rock Canal Buffalo Erie County, New York New York United States Metal Pratt Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 0 1 1913 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 164.7 50.2 224.7 68.49 30 9.14 https://historicbridges.org/newyork/ferrystrauss/little_ferrystreet32_straussferrystreet_small.jpg https://historicbridges.org/newyork/ferrystrauss/little_img_2938.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ferrystrauss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.915190,-78.902120
1212 Ferry Street Bridge This truss bridge is noted for both its truss configuration and its use of three truss lines. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.254970 -73.797770 Ferry Street Railroad (CSX and Amtrak) Hudson Columbia County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1905 1955 Unknown 7 7 69 21.03 71 21.64 34.8 10.61 https://historicbridges.org/newyork/hudsonstation/little_hudsonsta1_small.jpg https://historicbridges.org/newyork/hudsonstation/little_hudsonsta1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hudsonstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.254970,-73.797770
1213 Filley Street Bridge This bridge's two pony truss spans are of different lengths. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.077850 -75.584470 Filley Street Sconondoa Creek Sherrill Oneida County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 4 2 0 0 0 1944 Unknown 6 6 49 14.94 93 28.35 11.5 3.51 https://historicbridges.org/newyork/filley/little_silversmiths9_small.jpg https://historicbridges.org/newyork/filley/little_silversmiths9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/filley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.077850,-75.584470
1214 Fillmore Road Bridge This small stringer bridge is an integral part of a tiny dam. The technical description of the main or most noteworthy span of the bridge is a 11.8 ft (3.6 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.660020 -86.275420 Fillmore Road Huftile Creek Rural Oceana County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1938 0 Unknown 1 2 11.8 3.6 25 7.62 20 6.1 https://historicbridges.org/michigan/fillmore/little_fillmorerdhuftilecr16_small.jpg https://historicbridges.org/michigan/fillmore/little_fillmorerdhuftilecr16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fillmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.660020,-86.275420
1215 Finesville Bridge An attractive truss bridge is a contributing part of a tiny, intimate historical community that is truly unique. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by G. M. Rusling of Hackettstown, New Jersey. 40.605830 -75.170700 Mt. Joy Road Musconetcong River Finesville Hunterdon County, New Jersey and Warren County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1890 1981 G. M. Rusling of Hackettstown, New Jersey 7 7 102 31.09 106 32.31 15.7 4.79 https://historicbridges.org/newjersey/finesville/little_pict4722_small.jpg https://historicbridges.org/newjersey/finesville/little_img_1501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/finesville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.605830,-75.170700
1216 Fink Deck Truss Bridge A rare cast iron bridge, this is also one of only two surviving Fink truss bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) metal pin-connected Fink deck truss, fixed. The bridge was primarily built by Albert Fink. 37.440040 -79.165570 Exhibit Deck Ground (Exhibit) Lynchburg Lynchburg Independent City, Virginia Virginia United States Metal Fink Pin-Connected Deck Truss Fixed 4 1 0 0 1870 1985 Albert Fink 9 10 52.5 16 52.5 16 13 3.96 https://historicbridges.org/virginia/fink/little_finkdecktrussbridge_3199_small.jpg https://historicbridges.org/virginia/fink/little_finkdecktrussbridge_3199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/fink/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.440040,-79.165570
1217 Fink Truss Bridge Main Street Bridge One of only a few in the country, this is the only Fink truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 43.2 ft (13.17 m) metal pin-connected Fink deck truss, fixed. The bridge was primarily built by Unknown. 40.167040 -75.721320 Scenic Overlook None (Exhibit) Rural Chester County, Pennsylvania Pennsylvania United States Metal Fink Pin-Connected Deck Truss Fixed 4 1 0 0 1870 1991 Unknown 9 9 43.2 13.17 0 0 0 0 https://historicbridges.org/pennsylvania/finktruss/little_finktruss037_small.jpg https://historicbridges.org/pennsylvania/finktruss/little_finktruss025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/finktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.167040,-75.721320
1219 ! Fisher Bridge With a load-bearing girder added, this is the only truss bridge left in the county and indeed one of the only noteworthy bridges of any kind. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 46.651610 -85.373290 Fisher Bridge Road (CR-501) Little Two Hearted River Rural Luce County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1913 0 Unknown 5 7 40 12.19 42 12.8 15.7 4.79 https://historicbridges.org/michigan/cr501/little_cr501littletwoheartedr5_small.jpg https://historicbridges.org/michigan/cr501/little_cr501littletwoheartedr5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr501/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.651610,-85.373290
1221 Fisher Road Birch Creek Bridge A good example of a 1930s stringer bridge in Michigan, this structure is in remarkably good condition. The technical description of the main or most noteworthy span of the bridge is a 41.3 ft (12.59 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Meredith Construction Company. The bridge was primarily designed by Michigan State Highway Department. 43.168770 -82.508110 Fisher Road Birch Creek Rural St. Clair County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 Meredith Construction Company Michigan State Highway Department 2 3 41.3 12.59 47.2 14.39 22 6.71 https://historicbridges.org/concrete/fisher1/little_apr22_fisher_20220402_125832_small.jpg https://historicbridges.org/concrete/fisher1/little_apr22_fisher_20220402_125832.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fisher1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.168770,-82.508110
1223 Fisher Road Bridges A general review of a series of tiny bridges on Fisher Road, which collectively document the structure design quite well. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) concrete slab, fixed. The bridge was primarily built by Unknown. 43.160770 -82.752300 Fisher Road Various Creeks and Drains Rural St. Clair County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1935 0 Unknown 1 3 31 9.45 31 9.45 25 7.62 https://historicbridges.org/concrete/fisherg/FisherBKG5_small.jpg https://historicbridges.org/concrete/fisherg/FisherG02.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fisherg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.160770,-82.752300
1224 Fisher Road Bridge A traditional and early example of a concrete girder bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30.5 ft (9.3 m) concrete through girder, fixed. The bridge was primarily built by Wolverine Engineering Company of Mason, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.662778 -83.916111 Fisher Road Osceola Drain Rural Livingston County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1921 0 Wolverine Engineering Company of Mason, Michigan Michigan State Highway Department 4 6 30.5 9.3 35 10.67 20.3 6.19 https://historicbridges.org/michigan/fisher_livingston/little_dscf0354_small.jpg https://historicbridges.org/michigan/fisher_livingston/little_dscf0354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fisher_livingston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.662778,-83.916111
1225 Flaugherty Run Bridge This bridge is an uncommon example of a Warren truss bridge with no vertical members. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. 40.540250 -80.218620 Private Drive Flaugherty Run Coraopolis Allegheny County, Pennsylvania Pennsylvania United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/flaughertyrun/little_p1200703_small.jpg https://historicbridges.org/pennsylvania/flaughertyrun/little_p1200703.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/flaughertyrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.540250,-80.218620
1226 Fleegle Bridge Lenhart Road Bridge This is a beautiful and ornate bridge with unusual designs associated with its builder. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 40.100070 -78.947970 Lenhart Road (TR-666) Stonycreek River Near Stoystown Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1887 2002 Groton Bridge Company of Groton, New York 7 8 93 28.35 95 28.96 12.8 3.9 https://historicbridges.org/pennsylvania/lenhart/bkg_swpenn1343_small.jpg https://historicbridges.org/pennsylvania/lenhart/swpenn073209.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lenhart/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.100070,-78.947970
1229 Flajole Road Bridge One of several curved t-beam overpasses on US-10 which retain original railings. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Hertel-Deyo Company. The bridge was primarily designed by Michigan State Highway Department. 43.597800 -84.148750 Flajole Road US-10 Rural Bay County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1958 0 Hertel-Deyo Company Michigan State Highway Department 2 2 58.7 17.89 197.8 60.29 26 7.92 https://historicbridges.org/michigan/us10flajole/little_p1320743_small.jpg https://historicbridges.org/michigan/us10flajole/little_p1320743.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us10flajole/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.597800,-84.148750
1232 Flemingville Bridge A classic 1930s New York through truss. The technical description of the main or most noteworthy span of the bridge is a 164.7 ft (50.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.168070 -76.246470 West Creek Road East Branch Owego Creek Flemingville (Rural) Tioga County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1936 0 Unknown New York State Department of Public Works 5 5 164.7 50.2 174 53.04 21.7 6.61 https://historicbridges.org/newyork/flemingville/bkg_newyork526_small.jpg https://historicbridges.org/newyork/flemingville/newyork1520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/flemingville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.168070,-76.246470
1233 Fleming Park Bridge A large and traditional example of mid 20th Century truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. 40.491320 -80.079890 Neville Road Ohio River Back Channel Neville Township Allegheny County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 1955 1985 Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania 4 4 361 110.03 807 245.97 50.2 15.3 https://historicbridges.org/pennsylvania/nevilleisland/bkg_swpenn1066_small.jpg https://historicbridges.org/pennsylvania/nevilleisland/swpenn072271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nevilleisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.491320,-80.079890
1234 Flintstone Bridge Brick This stone and brick arch was widened with concrete making it look like a concrete arch today. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.703090 -78.567120 National Pike (MD-144) Flintstone Creek Rural Allegany County, Maryland Maryland United States Segmental Deck Arch Fixed 0 1 0 0 1900 1925 Unknown 6 6 46 14.02 48 14.63 24 7.32 https://historicbridges.org/maryland/oldnational_flintstone/little_p1210133_small.jpg https://historicbridges.org/maryland/oldnational_flintstone/little_p1210133.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldnational_flintstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.703090,-78.567120
1235 Florence Bridge An impressive two-span structure that features decorative portal bracing design. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. 39.639900 -83.015530 McLean Mill Road Big Darby Creek Rural (Fox) Pickaway County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 8 2 0 0 1912 1986 Oregonia Bridge Company of Lebanon, Ohio 7 7 125 38.1 258 78.64 17 5.18 https://historicbridges.org/ohio/florence/07march0369_small.jpg https://historicbridges.org/ohio/florence/07march0369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/florence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.639900,-83.015530
1236 Flushing Bridge This arch bridge is a centerpiece for Flushing had its deck and sidewalks replaced but has otherwise been preserved. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by L. Smith, H. A. and M. C. Nichols of Hastings, Michigan. 43.062960 -83.856820 Main Street Flint River Flushing Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1922 1998 L. Smith, H. A. and M. C. Nichols of Hastings, Michigan 3 6 66 20.12 184 56.08 24 7.32 https://historicbridges.org/michigan/flushing/little_dscf9559_small.jpg https://historicbridges.org/michigan/flushing/little_p1750517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flushing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.062960,-83.856820
1238 Folsom Truss Bridge Walker Bridge / Donald W. Alden Memorial Bridge This extremely impressive and iconic historic bridge was returned to its original location after 70 years! The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by San Francisco Bridge Company of San Francisco, California. 38.682440 -121.175220 American River Bike Trail American River Folsom Sacramento County, California California United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 0 0 1893 2000 San Francisco Bridge Company of San Francisco, California 8 9 330 100.58 330 100.58 18 5.49 https://historicbridges.org/california/folsomtrussbridge/little_day3_folsomtrussbridge02914_small.jpg https://historicbridges.org/california/folsomtrussbridge/little_day3_folsomtrussbridge02914.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/folsomtrussbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.682440,-121.175220
1239 Folsom Powerhouse Bridge This bridge is one of several concrete bridges in the area associated with Drury D. Butler. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Drury D. Butler. 38.679300 -121.176320 American River Bike Trail (Old Greenback Lane Alignment) PGE Powerhouse Canal Folsom Sacramento County, California California United States Concrete T-Beam Fixed 0 1 0 0 1916 0 Unknown Drury D. Butler 4 4 0 0 0 0 0 0 https://historicbridges.org/california/folsompowerhousebridge/little_day3_folsompowerhousebridge02727_small.jpg https://historicbridges.org/california/folsompowerhousebridge/little_day3_folsompowerhousebridge02727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/folsompowerhousebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.679300,-121.176320
1240 Fond Du Lac Railroad Bridge An increasingly rare example of a lattice truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 43.790850 -88.456240 Railroad (Abandoned Chicago and NorthWestern) Fond du Lac River Fond Du Lac Fond Du Lac County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 7 1 0 0 1902 0 Unknown 7 7 120 36.58 120 36.58 0 0 https://historicbridges.org/wisconsin/cnwfonddulac/little_addfonddulacrr_4378_small.jpg https://historicbridges.org/wisconsin/cnwfonddulac/little_addfonddulacrr_4378.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/cnwfonddulac/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.790850,-88.456240
1241 Foos Road Bridge TR-437 Bridge An attractive warren pony truss, one of a decreasing number of this type in the area. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. 39.865290 -84.638300 Foos Road (TR-437) Prices Creek Rural Preble County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1931 0 Brookville Bridge Company of Brookville, Ohio 5 5 65 19.81 75 22.86 20 6.1 https://historicbridges.org/ohio/foos/little_pict2811_small.jpg https://historicbridges.org/ohio/foos/little_pict2811.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/foos/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.865290,-84.638300
1244 Forest Avenue Bridge Iowa Bridge Number 87340 A beautiful two-span example of a standard plan Iowa pony truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.594670 -92.927380 Forest Avenue Beaver Creek Rural Butler County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 9 2 0 0 1922 0 Unknown 5 6 90 27.43 185 56.39 17.1 5.21 https://historicbridges.org/iowa/forest/little_img_1901_small.jpg https://historicbridges.org/iowa/forest/little_dscf6002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/forest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.594670,-92.927380
1245 Forest Highway 13 Bridge A remarkably unaltered and relatively early example of a curved t-beam in Michigan. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Alpine Excavating Company of St. Ignace, Michigan. The bridge was primarily designed by Michigan State Highway Department. 45.989270 -86.679900 Forest Highway 13 Sturgeon River Rural Delta County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1941 0 Alpine Excavating Company of St. Ignace, Michigan Michigan State Highway Department 2 4 33.8 10.3 105 32 29 8.84 https://historicbridges.org/michigan/ffh13/little_nahmawetmoreroadcrh13ffr13_0035_small.jpg https://historicbridges.org/michigan/ffh13/little_nahmawetmoreroadcrh13ffr13_0035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ffh13/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.989270,-86.679900
1246 Forest Home Drive Bridge #1 Featuring uncommon truss design, this bridge raises some interesting questions. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.451280 -76.466490 Forest Home Road Fall Creek Forest Home Tompkins County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 1 0 0 1909 1975 Groton Bridge Company of Groton, New York 8 6 115.8 35.3 118.8 36.21 15 4.57 https://historicbridges.org/newyork/foresthome1/bkg_newyork676_small.jpg https://historicbridges.org/newyork/foresthome1/newyork2028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/foresthome1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.451280,-76.466490
1247 Forest Home Drive Bridge #2 This pony truss features an attractive plaque and railings and is in a scenic setting near Cornell University. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.453130 -76.470550 Forest Home Road Fall Creek Forest Home Tompkins County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1904 1996 Groton Bridge Company of Groton, New York 5 5 72 21.95 75.8 23.1 14 4.27 https://historicbridges.org/newyork/foresthome2/bkg_newyork682_small.jpg https://historicbridges.org/newyork/foresthome2/newyork2046.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/foresthome2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.453130,-76.470550
1249 Forestville Road Bridge HD Road Bridge As a small deck truss, this is a rare structure; features damaged lattice guardrails. The technical description of the main or most noteworthy span of the bridge is a 94.8 ft (28.9 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.573740 -87.469560 Forestville Road (HD Road) Dead River Rural Marquette County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 1 1935 0 Unknown 5 7 94.8 28.9 138.8 42.31 15.7 4.79 https://historicbridges.org/truss/forestville/little_hdforestvilleroad_5958_small.jpg https://historicbridges.org/truss/forestville/little_hdforestvilleroad_5961.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/forestville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.573740,-87.469560
1252 ! Fort Atkinson Bridge Iowa Bridge Number 346320 Built by a local bridge company, this is a beautiful, well-decorated example of its kind. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by D. H. Young of Manchester, Iowa. 43.153240 -91.928560 150th Street Turkey River Rural Winneshiek County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 3 1892 0 D. H. Young of Manchester, Iowa 7 7 132 40.23 183 55.78 16.1 4.91 https://historicbridges.org/iowa/fortatkinson/little_dscf5995_small.jpg https://historicbridges.org/iowa/fortatkinson/little_dscf5995.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fortatkinson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.153240,-91.928560
1253 Fort Dodge Railroad Bridge Chicago Great Western Railroad Viaduct This is the second largest bridge in Iowa and is also a rare example of its type. The technical description of the main or most noteworthy span of the bridge is a 219 ft (66.75 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.491530 -94.184070 Railroad (Union Pacific) Des Moines River and Other Features Rural Webster County, Iowa Iowa United States Metal Baltimore Pin-Connected Deck Truss Fixed 14 4 Metal Deck Girder Fixed 0 0 1902 0 American Bridge Company of New York, New York 8 8 219 66.75 2719 828.75 0 0 https://historicbridges.org/iowa/fortdodge/little_dscf6039_small.jpg https://historicbridges.org/iowa/fortdodge/little_dscf6039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fortdodge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.491530,-94.184070
1256 Fort Pitt Bridge This is the larger of two nearly identical bridges leading to the Point and downtown Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). 40.438950 -80.011200 I-279 and I-376 Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 4 1959 2003 American Bridge Company of New York, New York Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) 5 6 750 228.6 1207 367.89 51.8 15.79 https://historicbridges.org/pennsylvania/fortpitt/little_p1230148_small.jpg https://historicbridges.org/pennsylvania/fortpitt/little_p1230148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fortpitt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.438950,-80.011200
1257 Fort Ritner Bridge Lawrence County Bridge 52 The relatively large bridge is an important example of work by a noteworthy in-state bridge builder. The technical description of the main or most noteworthy span of the bridge is a 169.3 ft (51.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 38.760460 -86.282540 CR-29 (Road L7S10E) East Fork White River Rural Lawrence County, Indiana and Washington County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 10 2 0 0 1895 1903 Lafayette Bridge Company of Lafayette, Indiana 7 8 169.3 51.6 353.7 107.81 15.7 4.79 https://historicbridges.org/indiana/fortritner/little_dscf6951_small.jpg https://historicbridges.org/indiana/fortritner/little_dscf6951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fortritner/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.760460,-86.282540
1258 Fort Road Bridge MN-5 Bridge This is a large continuous high level deck plate girder. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 44.894220 -93.181670 MN-5 (Fort Road, 7th Street) Mississippi River St. Paul Hennepin County, Minnesota and Ramsey County, Minnesota Minnesota United States Metal Variable Depth Deck Girder Fixed 0 Continuous 7 0 0 1961 1986 American Bridge Company of New York, New York Sverdrup and Parcel of St. Louis, Missouri 2 2 300 91.44 1198.5 365.3 58 17.68 https://historicbridges.org/minnesota/mn5/little_mn51106_small.jpg https://historicbridges.org/minnesota/mn5/little_mn51106.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/mn5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.894220,-93.181670
1259 Fort Seneca Bridge This bridge is in decent shape but should be restored to ensure it can continue to be a functional historic crossing. The technical description of the main or most noteworthy span of the bridge is a 198.2 ft (60.41 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.206940 -83.164250 Fry Road Sandusky River Fort Seneca Seneca County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1914 1984 Unknown 7 7 198.2 60.41 204 62.18 15.7 4.79 https://historicbridges.org/ohio/fortseneca/bkg_cleveland236_small.jpg https://historicbridges.org/ohio/fortseneca/cleveland0507.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fortseneca/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.206940,-83.164250
1265 Fort Wayne Railroad Bridge This is the signature railroad span of the Allegheny River in Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 319 ft (97.23 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.448130 -79.996070 Railroad (Norfolk Southern) Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 0 4 1904 1918 American Bridge Company of New York, New York 8 8 319 97.23 985 300.23 0 0 https://historicbridges.org/pennsylvania/fortwayne/little_p1220613_small.jpg https://historicbridges.org/pennsylvania/fortwayne/little_p1220613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fortwayne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.448130,-79.996070
1266 Foster City Road Arch Bridge A sorry looking sight today, this is a narrow concrete arch that was widened with pre-stessed box beams added to each side. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.909570 -87.756900 Foster City Road (CR-569) Sturgeon River Rural Dickinson County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 0 1959 Unknown 1 2 41 12.5 86 26.21 30 9.14 https://historicbridges.org/michigan/fostercityroadcrg69arch/little_fostercityroadcrg69arch_1309_small.jpg https://historicbridges.org/michigan/fostercityroadcrg69arch/little_fostercityroadcrg69arch_1309.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fostercityroadcrg69arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.909570,-87.756900
1267 Foster City Road Camelback Bridge This bridge is one of the best remaining examples of a concrete camelback bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete 75 Foot Plan curved chord through girder, fixed. The bridge was primarily built by David Graham of Minnesota. The bridge was primarily designed by Michigan State Highway Department. 45.877100 -87.752780 Foster City Road (CR-569) Sturgeon River Rural Dickinson County, Michigan Michigan United States Concrete 75 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1923 0 David Graham of Minnesota Michigan State Highway Department 7 7 72 21.95 75 22.86 22 6.71 https://historicbridges.org/michigan/fostercityroadcrg69girder/little_fostercityroadcrg69girder_1295_small.jpg https://historicbridges.org/michigan/fostercityroadcrg69girder/little_fostercityroadcrg69girder_1295.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fostercityroadcrg69girder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.877100,-87.752780
1268 Foster Park Footbridge This unusual suspension foot bridge is noted for its retention of original riveted stiffening truss. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. 41.047260 -85.166380 Pedestrian Walkway St. Marys River Fort Wayne Allen County, Indiana Indiana United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1920 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/indiana/fosterparkfootbridge/little_fosterparkfootbridge1664_small.jpg https://historicbridges.org/indiana/fosterparkfootbridge/little_fosterparkfootbridge1664.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fosterparkfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.047260,-85.166380
1269 Fostoria Country Club Bridge This bridge is a model for any golf course with a creek or river in it to follow. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.145780 -83.431980 Fostoria Country Club Pathway Sycamore Creek Fostoria Hancock County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 6 7 0 0 0 0 0 0 https://historicbridges.org/ohio/fostoriacountryclub/little_img_6961_small.jpg https://historicbridges.org/ohio/fostoriacountryclub/little_img_6961.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fostoriacountryclub/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.145780,-83.431980
1270 Fourpoints Bridge An incredible, textbook example of an early Wrought Iron Bridge Company bridge. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.671570 -77.300460 Keysville Road Toms Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1876 1997 Wrought Iron Bridge Company of Canton, Ohio 8 9 103 31.39 103 31.39 12.8 3.9 https://historicbridges.org/maryland/keysville/little_pict3970_small.jpg https://historicbridges.org/maryland/keysville/little_img_1378.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/keysville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.671570,-77.300460
1272 Fox River Aqueduct Although it no longer carries water, this is an impressive and large example of a metal aqueduct. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 41.352330 -88.828280 Illinois and Michigan Canal (Abandoned Dry Section) Fox River Ottawa La Salle County, Illinois Illinois United States Metal Through Girder Fixed 0 8 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/illinois/foxaqueduct/little_tw053931_small.jpg https://historicbridges.org/illinois/foxaqueduct/little_tw053931.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/foxaqueduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.352330,-88.828280
1273 Fox River Railroad Bridge This is a good representative example of a small through plate girder. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.344460 -85.950330 Railroad (Canadian National) Fox River Seney Schoolcraft County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/michigan/railroadfoxrr/little_2011august003_small.jpg https://historicbridges.org/michigan/railroadfoxrr/little_2011august003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/railroadfoxrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.344460,-85.950330
1274 Fox Road Bridge This unusual queenspost-like bridge has only been spared demolition because it is on an abandoned section of road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 43.287430 -82.849020 Fox Road Elk Creek Rural Sanilac County, Michigan Michigan United States Metal Queenpost Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/truss/fox/little_pict5496_small.jpg https://historicbridges.org/truss/fox/little_pict5496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/fox/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287430,-82.849020
1275 Francisco Avenue Bridge A typical example of a 1960s Sag Channel truss bridge which represents the end of the rivet era in bridge construction. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.652070 -87.692010 Francisco Avenue Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 3 1969 0 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 252 76.81 364 110.95 28 8.53 https://historicbridges.org/illinois/francisco/little_p1180968_small.jpg https://historicbridges.org/illinois/francisco/little_p1180968.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/francisco/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652070,-87.692010
1278 Franklin Street Bridge This graceful arch bridge is the main bridge in Titusville and has an interesting connection with a county engineer. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Tonawanda Engineering Corporation. The bridge was primarily designed by Karl A. Miller. 41.622660 -79.673240 Franklin Street (PA-8) Oil Creek Titusville Crawford County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 0 0 1939 1981 Tonawanda Engineering Corporation Karl A. Miller 7 7 180 54.86 185 56.39 30.5 9.3 https://historicbridges.org/other/tfranklin/little_dscf9900_small.jpg https://historicbridges.org/other/tfranklin/little_dscf9899.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/tfranklin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.622660,-79.673240
1280 Franklin Street Bridge LaPorte County Bridge 505 This significant Sherzer rolling lift is the only remaining historic highway bascule bridge in the entire state of Indiana. The technical description of the main or most noteworthy span of the bridge is a 181.8 ft (55.41 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Roberts Supply Company of Lima, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.723333 -86.905000 Franklin Street Trail Creek Michigan City La Porte County, Indiana Indiana United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 0 0 1932 1998 Roberts Supply Company of Lima, Ohio Scherzer Rolling Lift Bridge Company of Chicago, Illinois 6 8 181.8 55.41 213 64.92 35.8 10.91 https://historicbridges.org/indiana/franklin/little_dscf2663_small.jpg https://historicbridges.org/indiana/franklin/little_dscf2672.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/franklin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.723333,-86.905000
1281 Franks Lane Bridge This unusual wooden bridge is a rare example of a kingpost pony truss. The technical description of the main or most noteworthy span of the bridge is a wood Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 42.981300 -81.374100 Franks Lane Railroad (Canadian National) London Middlesex County, Ontario Ontario Canada Wood Kingpost Pony Truss Fixed 2 1 Wood Stringer (Multi-Beam) Fixed 0 4 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/frankslane/little_photos06_small.jpg https://historicbridges.org/ontario/frankslane/little_photos06.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/frankslane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.981300,-81.374100
1282 Jefferson Street Bridge Old Stone Bridge One of the only remaining examples of a highway stone arch bridge in northern Indiana. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Henry Cripe. 41.583690 -85.837270 Jefferson Street Millrace Canal (Goshen Hydraulic Canal) Goshen Elkhart County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 2 0 0 1905 0 Henry Cripe 5 7 0 0 0 0 0 0 https://historicbridges.org/indiana/jeffersonarch/little_dscf6605_small.jpg https://historicbridges.org/indiana/jeffersonarch/little_dscf6605.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jeffersonarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.583690,-85.837270
1283 Franklin Avenue Bridge F. W. Cappelen Memorial Bridge Despite severe alteration to its design and appearance, this bridge remains noteworthy for its span length and Melan style reinforcing. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Minneapolis Steel and Machinery Company of Minneapolis, Minnesota. The bridge was primarily designed by Frederick William Cappelen. 44.963780 -93.222930 Franklin Avenue Mississippi River Minneapolis Hennepin County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 2 1923 1973 Minneapolis Steel and Machinery Company of Minneapolis, Minnesota Frederick William Cappelen 6 8 400 121.92 1054.5 321.41 50 15.24 https://historicbridges.org/minnesota/franklinave/little_franklinave0921_small.jpg https://historicbridges.org/minnesota/franklinave/little_franklinave0921.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/franklinave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.963780,-93.222930
1285 Franklin Street Bridge Franklin-Orleans Bridge Featuring ornate railings, this bridge is among the older examples of this style of bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887500 -87.635833 Franklin Street (Orleans Street) Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 5 1920 2002 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 7 252 76.81 320 97.54 38 11.58 https://historicbridges.org/truss/franklin/little_dscf3521_small.jpg https://historicbridges.org/truss/franklin/little_dscf3521.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/franklin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887500,-87.635833
1286 Frasers Bridge One of the smaller stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by George Stine. The bridge was primarily designed by Nathan R. Rambo. 40.072870 -75.813180 Manor Road (PA-82) Indian Run Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1910 0 George Stine Nathan R. Rambo 6 6 20 6.1 42 12.8 20 6.1 https://historicbridges.org/pennsylvania/chester235frasers/little_bridge2355_small.jpg https://historicbridges.org/pennsylvania/chester235frasers/little_bridge2355.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester235frasers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.072870,-75.813180
1289 Old Fred Moore Highway Bridge An attractive and very unusual design in Michigan, this bridge now serves a bike path, with modern guardrails ruining the originals. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. 42.817050 -82.510790 Fred Moore Highway (Old Alignment) Pine River St. Clair St. Clair County, Michigan Michigan United States Concrete Deck Girder Fixed 0 3 0 0 0 0 Unknown 5 8 0 0 0 0 0 0 https://historicbridges.org/concrete/fred/IMG_0021_small.jpg https://historicbridges.org/concrete/fred/IMG_0021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/fred/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.817050,-82.510790
1290 Fredericktown Bridge Culbertson's Mill Bridge One of two remaining Penn Bridge Company of Beaver Falls, Pennsylvania truss bridges in Columbiana County. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.714890 -80.544270 Midland Fredericktown Road (TR-1038) North Fork Little Beaver Creek Fredericktown Columbiana County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1893 2004 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 116 35.36 119 36.27 12 3.66 https://historicbridges.org/ohio/fredericktown/little_pict0539_small.jpg https://historicbridges.org/ohio/fredericktown/little_pict0539.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fredericktown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.714890,-80.544270
1293 Freeport Avenue Coldwater River Bridge This superelevated bridge is the largest of three stringer bridges on Freeport Avenue with unusual railings. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. J. Vander Veen. 42.771270 -85.323260 Freeport Avenue Coldwater River Rural Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1948 0 E. J. Vander Veen 2 3 40 12.19 42 12.8 28 8.53 https://historicbridges.org/michigan/freeport/little_freeportavcoldwaterr13_small.jpg https://historicbridges.org/michigan/freeport/little_freeportavcoldwaterr13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/freeport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.771270,-85.323260
1294 Freeport Avenue Duck Creek Bridge One of three similar bridges with unusual railings on this road. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. J. Vander Veen. 42.781140 -85.319670 Freeport Avenue Duck Creek Rural Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1948 0 E. J. Vander Veen 1 1 30 9.14 31.8 9.69 28 8.53 https://historicbridges.org/michigan/freeport2/little_freeportavduckcr8_small.jpg https://historicbridges.org/michigan/freeport2/little_freeportavduckcr8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/freeport2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.781140,-85.319670
1295 Freeport Avenue Walton Drain Bridge One of three similar bridges with unusual railings on this road, this bridge also has a jack-arch deck. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.788060 -85.319800 Freeport Avenue Walton Drain Rural Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/freeport3/little_freeportavwaltondr27_small.jpg https://historicbridges.org/michigan/freeport3/little_freeportavwaltondr27.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/freeport3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.788060,-85.319800
1296 Freeport Bridge King Street East Bridge A long and beautifully restored multi-span rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Campbell and Lattimore of Toronto, Ontario. 43.421910 -80.410360 King Street East Grand River Kitchener Waterloo Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 7 0 0 1926 2003 Campbell and Lattimore of Toronto, Ontario 9 9 72 21.95 525 160.02 36 10.97 https://historicbridges.org/concrete/freeport/little_p1550618_small.jpg https://historicbridges.org/concrete/freeport/little_p1550618.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/freeport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.421910,-80.410360
1297 Freeport Bridge This heel-trunnion bascule bridge has towers that were designed to also function as substantial approach spans. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by C. J. Nystedt. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 38.455700 -121.502010 Freeport Bridge Road Sacramento River Sacramento Sacramento County, California and Yolo County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Heel Trunnion 0 3 Metal Warren Rivet-Connected Pony Truss Fixed 10 2 1929 1955 C. J. Nystedt Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 226 68.88 652.6 198.91 21 6.4 https://historicbridges.org/california/freeportbridge/little_day3_freeportbridge03025_small.jpg https://historicbridges.org/california/freeportbridge/little_day3_freeportbridge03025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/freeportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.455700,-121.502010
1299 Freeport Railway Bridge An extremely long example of Ontario plate girder construction. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.421920 -80.409790 Railroad Grand River Kitchener Waterloo Region, Ontario Ontario Canada Metal Through Girder Fixed 0 8 0 0 0 0 Unknown 2 4 70 21.34 570 173.74 0 0 https://historicbridges.org/other/freeportrr/freeportrr1_small.jpg https://historicbridges.org/other/freeportrr/freeportrr1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/freeportrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.421920,-80.409790
1300 Freeport Road Barge Basin Bridge A representative example of a bridge type that was built with frequency in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal through girder, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.532460 -79.847090 Freeport Road Barge Basin Near Oakmont Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1928 0 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 3 3 82 24.99 84 25.6 38 11.58 https://historicbridges.org/pennsylvania/freeportroad/bkg_swpenn0639_small.jpg https://historicbridges.org/pennsylvania/freeportroad/swpenn070958.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/freeportroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.532460,-79.847090
1301 Freese Road Bridge Varna Bridge This truss bridge is one of two pin-connected pony truss bridges in the county with an extremely rare continuous configuration. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal continuous pin-connected Pratt pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.456930 -76.438520 Freese Road Fall Creek Varna Tompkins County, New York New York United States Metal Pratt Pin-Connected Pony Truss Fixed 6 Continuous 2 0 0 1882 1952 Groton Bridge Company of Groton, New York 8 8 79.7 24.29 165.7 50.51 12.8 3.9 https://historicbridges.org/newyork/freese/bkg_newyork670_small.jpg https://historicbridges.org/newyork/freese/newyork2006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/freese/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.456930,-76.438520
1303 French Creek Railroad Bridge This bridge has a variety of span lengths and construction dates. The technical description of the main or most noteworthy span of the bridge is a 108.5 ft (33.07 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 40.134360 -75.526460 Railroad (Pennsylvania Railroad) French Creek Phoenixville Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 15 Metal Through Girder Fixed 0 1 1914 1923 Unknown 5 4 108.5 33.07 1027 313.03 0 0 https://historicbridges.org/pennsylvania/phoenixvillefrenchcreektrestleprr/little_frenchcreektrestle013_small.jpg https://historicbridges.org/pennsylvania/phoenixvillefrenchcreektrestleprr/little_frenchcreektrestle013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillefrenchcreektrestleprr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134360,-75.526460
1304 French Creek Railroad Bridge This railroad arch bridge has attractive aesthetic details. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.136130 -75.511070 Railroad (Norfolk Southern) French Creek Phoenixville Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 0 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvillereadingrroverfrenchcreek/little_readingrroverfrenchcreek004_small.jpg https://historicbridges.org/pennsylvania/phoenixvillereadingrroverfrenchcreek/little_readingrroverfrenchcreek004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillereadingrroverfrenchcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.136130,-75.511070
1305 French Creek Road Bridge This bridge stands out among the several rural highway plate girder bridges in the county for its two span configuration. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.151590 -75.601710 French Creek Road French Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 0 0 1928 0 Unknown 4 5 51.8 15.79 104 31.7 16.7 5.09 https://historicbridges.org/pennsylvania/chester191hallmans/little_bridge1913_small.jpg https://historicbridges.org/pennsylvania/chester191hallmans/little_bridge1913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester191hallmans/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.151590,-75.601710
1306 French Landing Bridge Edison Lake Road Bridge This is an very rare example of a Michigan deck truss, and it features unusual concrete approaches. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.213470 -83.439890 Edison Lake Road Huron River French Landing (Near Belleville) Wayne County, Michigan Michigan United States Metal Pratt Rivet-Connected Deck Truss Fixed 8 1 0 10 1918 0 Unknown 7 9 130 39.62 400 121.92 0 0 https://historicbridges.org/michigan/frenchlanding/little_phon_img_2489_small.jpg https://historicbridges.org/michigan/frenchlanding/little_phon_img_2489.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/frenchlanding/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213470,-83.439890
1307 Frew Bridge A small pony truss on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.466350 -80.836540 CR-18 Muddy Creek Frew (Rural) Tyler County, West Virginia West Virginia United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1910 0 Unknown 5 6 40 12.19 44 13.41 12.5 3.81 https://historicbridges.org/wvirginia/frew/bkg_07march430_small.jpg https://historicbridges.org/wvirginia/frew/07march1147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/frew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.466350,-80.836540
1308 Friendship Bridge Ripley County Bridge 3 This bridge is among the largest and most impressive of stone arch bridges in Indiana. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Henry Harman. 38.974020 -85.159160 Olean Road Raccoon Creek Rural Ripley County, Indiana Indiana United States Stone Semicircular Deck Arch Fixed 0 4 0 0 1909 1997 Henry Harman 7 7 20 6.1 103.4 31.52 16 4.88 https://historicbridges.org/indiana/friendshipbridge/little_friendshipbridge4125_small.jpg https://historicbridges.org/indiana/friendshipbridge/little_friendshipbridge4125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/friendshipbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.974020,-85.159160
1309 Friendship Gardens Bridge Hendricks County Bridge 216 Relocated and restored, this bridge is extremely significant for both its builder, ornamentation, and truss configuration. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 39.696610 -86.401860 Pedestrian Walkway White Lick Creek Plainfield Hendricks County, Indiana Indiana United States Metal Warren Pin-Connected Through Truss Fixed 10 1 0 0 1886 0 Morse Bridge Company of Youngstown, Ohio 8 9 167 50.9 172 52.43 15.7 4.79 https://historicbridges.org/indiana/friendshipgardensbridge/little_friendshipgardensbridge5473_small.jpg https://historicbridges.org/indiana/friendshipgardensbridge/little_friendshipgardensbridge5473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/friendshipgardensbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.696610,-86.401860
1310 Friendship Road Bridge Monroe County Bridge 114 This truss bridge is an example of a good, cost-effective rehabilitation project. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 39.147690 -86.407380 Friendship Road Stephens Creek Rural Monroe County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1898 0 Lafayette Bridge Company of Lafayette, Indiana 7 7 98 29.87 100 30.48 14 4.27 https://historicbridges.org/indiana/friendshiproad/little_dscf6655_small.jpg https://historicbridges.org/indiana/friendshiproad/little_dscf6655.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/friendshiproad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.147690,-86.407380
1312 Frith Road Private Bridge A small, old, rare pony truss that has moved two times. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.887490 -82.581630 Private Drive Smiths Creek Rural St. Clair County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 1 0 0 Groton Bridge Company of Groton, New York 5 7 0 0 0 0 0 0 https://historicbridges.org/truss/frpony/bkg_07hbme230_small.jpg https://historicbridges.org/truss/frpony/07hbme431.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/frpony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887490,-82.581630
1313 Froman Run Railroad Bridge This Warren deck truss adds interest to a drive along PA-88. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.228280 -79.994420 Railroad (Conrail) PA-88 and Froman Run Rural Washington County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/fromanrunrr/little_fromanrunrr1421_small.jpg https://historicbridges.org/pennsylvania/fromanrunrr/little_fromanrunrr1421.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fromanrunrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.228280,-79.994420
1314 Front Street Bridge This pony truss was recently restored. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.082300 -76.063710 Front Street Big Choconut Creek Vestal Broome County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 12 1 0 0 1929 2005 Unknown 4 4 119.8 36.52 126 38.4 30 9.14 https://historicbridges.org/newyork/front/bkg_newyork532_small.jpg https://historicbridges.org/newyork/front/newyork1533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/front/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.082300,-76.063710
1317 Fruitport Road Bridge Bowen Bridge A very long example of 1940s beam bridge construction, this bridge features unusual pier design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.089340 -86.175410 Fruitport Road Petty's Bayou Spring Lake Ottawa County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 9 0 0 1948 2008 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 2 5 53.8 16.4 418 127.41 24.3 7.41 https://historicbridges.org/beam/fruitport/ottawa026_small.jpg https://historicbridges.org/beam/fruitport/ottawa024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/fruitport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.089340,-86.175410
1318 Fruit Ridge Avenue Bridge A small t-beam bridge from 1940. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.150030 -85.770000 Fruit Ridge Avenue Nash Creek Rural Kent County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1940 0 Unknown 1 1 24 7.32 27 8.23 32.2 9.81 https://historicbridges.org/michigan/fruitridge/little_fruitridgeavnashcr12_small.jpg https://historicbridges.org/michigan/fruitridge/little_fruitridgeavnashcr12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fruitridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.150030,-85.770000
1319 ! Fruitvale Avenue Railroad Bridge This attractive lift bridge has very slender towers. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Modified Warren (Subdivided) through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Judson Pacific Murphy Company. 37.769080 -122.230450 Railroad (Union Pacific, Former Southern Pacific) Oakland Estuary Alameda and Oakland Alameda County, California California United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 0 1 0 0 1951 0 Judson Pacific Murphy Company 6 6 200 60.96 0 0 25.6 7.8 https://historicbridges.org/california/alamedalift/little_day4_alamedaliftbridge04595_small.jpg https://historicbridges.org/california/alamedalift/little_day4_alamedaliftbridge04595.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alamedalift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769080,-122.230450
1320 Fruitville Road Bridge This unique union of two bridge types bridge has an extremely long stone approach with a through truss main span. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Eyre Construction Company of Philadelphia, Pennsylvania. 40.407690 -75.522240 Fruitville Road Perkiomen Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Stone Semicircular Deck Arch Fixed 0 6 1905 1999 Eyre Construction Company of Philadelphia, Pennsylvania 8 8 102 31.09 451 137.46 16 4.88 https://historicbridges.org/pennsylvania/fruitville/little_dscf0304_small.jpg https://historicbridges.org/pennsylvania/fruitville/little_dscf0304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fruitville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.407690,-75.522240
1323 Fudge Road Bridge TR-347 Bridge This bridge is a very large example of its kind, and retains historic integrity. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. 39.660070 -84.520420 Fudge Road (TR-347) Aukerman Creek Rural Preble County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 6 1 0 0 1913 0 Central States Bridge Company of Indianapolis, Indiana 6 6 86 26.21 91 27.74 15.7 4.79 https://historicbridges.org/ohio/fudge/little_pict2586_small.jpg https://historicbridges.org/ohio/fudge/little_pict2586.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fudge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.660070,-84.520420
1325 Fullerton Parkway Overpass This bridge is an early, rare example of a steel rigid-frame and also has an early welded detail, and has good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal rigid-frame, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. 41.926160 -87.631240 Lake Shore Drive (US-41) Fullerton Parkway Chicago Cook County, Illinois Illinois United States Metal Rigid-Frame Fixed 0 1 0 0 1940 0 Bethlehem Steel Company of Bethlehem, Pennsylvania 7 8 66 20.12 72.8 22.19 100 30.48 https://historicbridges.org/illinois/fullertonoverpass/little_dscf2719_small.jpg https://historicbridges.org/illinois/fullertonoverpass/little_dscf2719.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/fullertonoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.926160,-87.631240
1327 L Fullerton Avenue Bridge One of a handful of overpasses that were the last examples of an unusual variation of an attractive Michigan railing design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 42.379720 -83.217120 Fullerton Avenue Southfield Freeway (M-39) Detroit Wayne County, Michigan Michigan United States Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 2 0 0 1963 0 Walter Toebe Company Michigan State Highway Department 1 3 53.8 16.4 167 50.9 44 13.41 https://historicbridges.org/michigan/southfield_fullerton/little_dscf5389_small.jpg https://historicbridges.org/michigan/southfield_fullerton/little_dscf5389.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_fullerton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.379720,-83.217120
1328 Fullerton Street Railroad Bridge This riveted bridge is located in the shadow of a massive interchange and next to a highway overpass. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by C. A. Hull and Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 42.379480 -83.217080 Railroad (CSX) Southfield Freeway (M-39) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1963 0 C. A. Hull and Walter Toebe Company Michigan State Highway Department 1 3 0 0 0 0 0 0 https://historicbridges.org/michigan/southfield_fullertonrr/little_dscf5371_small.jpg https://historicbridges.org/michigan/southfield_fullertonrr/little_dscf5371.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_fullertonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.379480,-83.217080
1330 Fulton Lucas Road Bridge An excellent and extremely rare example of a concrete camelback bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 41.712830 -83.880290 Fulton Lucas Road (CR-1) Tenmile Creek Rural Fulton County, Ohio and Lucas County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1928 1980 Unknown 6 7 56 17.07 59 17.98 23.3 7.1 https://historicbridges.org/ohio/fultonlucas/little_img_1506_small.jpg https://historicbridges.org/ohio/fultonlucas/little_img_1506.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultonlucas/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.712830,-83.880290
1331 Fulton Street Bridge This is the second-longest concrete arch bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.963270 -85.676320 Fulton Street (M-45) Grand River Grand Rapids Kent County, Michigan Michigan United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1928 1976 Unknown 5 7 111 33.83 536 163.37 64 19.51 https://historicbridges.org/michigan/fulton/little_pict5500_small.jpg https://historicbridges.org/michigan/fulton/little_pict4872.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fulton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.963270,-85.676320
1333 Furnas Mill Bridge Indiana State Highway Bridge 41-7430 An attractive two span bridge hidden in a rural wooded setting, this historic bridge was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.382210 -85.998100 Pisgah Road (CR-650 South) Sugar Creek Rural Johnson County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1880 2006 King Bridge Company of Cleveland, Ohio 8 7 119 36.27 242 73.76 13.5 4.11 https://historicbridges.org/indiana/furnasmillbridge/little_furnasmillbridge2562_small.jpg https://historicbridges.org/indiana/furnasmillbridge/little_furnasmillbridge2562.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/furnasmillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.382210,-85.998100
1334 Gaines Basin Road Bridge Bridge E-202 This bridge is stands out among similar canal bridges for its skew. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 43.255330 -78.223410 Gaines Basin Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 10 1 Concrete Slab Fixed 0 2 1912 2010 Lackawanna Bridge Company of Buffalo, New York 7 6 150 45.72 199 60.66 15 4.57 https://historicbridges.org/newyork/gainesbasin/little_gainesbasin4_small.jpg https://historicbridges.org/newyork/gainesbasin/little_gainesbasin4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gainesbasin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.255330,-78.223410
1336 Galbraith Bridge Bartholomew County Bridge 47, Possom Glory Bridge This bridge is a traditional example of its type, but has an interesting construction history. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. The bridge was primarily designed by Caldwell and Drake Iron Works of Columbus, Indiana. 39.292100 -85.695690 CR-1150 East Clifty Creek Rural Bartholomew County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1920 0 Brookville Bridge Company of Brookville, Ohio Caldwell and Drake Iron Works of Columbus, Indiana 6 6 126 38.4 131 39.93 16.1 4.91 https://historicbridges.org/indiana/galbraithbridge/little_galbraithbridge3316_small.jpg https://historicbridges.org/indiana/galbraithbridge/little_galbraithbridge3316.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/galbraithbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.292100,-85.695690
1338 Galena Boulevard East Channel Bridge This member of the Aurora arch bridge collection has railings that match an adjacent river walk. The technical description of the main or most noteworthy span of the bridge is a 83.3 ft (25.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.757610 -88.313940 Galena Boulevard Fox River East Channel Aurora Kane County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1926 1997 Unknown 5 6 83.3 25.39 176.8 53.89 43 13.11 https://historicbridges.org/illinois/galenaeast/little_p1170880_small.jpg https://historicbridges.org/illinois/galenaeast/little_p1170880.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galenaeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.757610,-88.313940
1339 Galena Boulevard West Channel Bridge This bridge is noted for an unusual cantilevered sidewalk detail at the northeast corner. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.758440 -88.315570 Galena Boulevard Fox River West Channel Aurora Kane County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1926 1996 Unknown 5 6 80 24.38 170 51.82 41.3 12.59 https://historicbridges.org/illinois/galenawest/little_p1170739_small.jpg https://historicbridges.org/illinois/galenawest/little_p1170739.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galenawest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.758440,-88.315570
1340 Gallman Road Bridge An extremely rare example of a Whipple truss displaying the unique details of its builder. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 40.050290 -82.473980 Johnstown, Alexandria, Granville, and Newark Bicycle and Recreational Trail Raccoon Creek Newark Licking County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 1 1887 2002 Columbia Bridge Works of Dayton, Ohio 8 8 152 46.33 202 61.57 15 4.57 https://historicbridges.org/ohio/gallman/little_img_7157_small.jpg https://historicbridges.org/ohio/gallman/little_img_7157.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gallman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.050290,-82.473980
1341 Gannons Narrows Bridge This eye-catching truss bridge sits out in the open for all to see and has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.473210 -78.453090 Blackpool Road (CR-16) Gannon Narrows Rural Peterborough County, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1955 2005 Hamilton Bridge Company of Hamilton, Ontario 6 6 0 0 308.7 94.09 0 0 https://historicbridges.org/ontario/gannonsnarrows/little_gannonsnarrows4469_small.jpg https://historicbridges.org/ontario/gannonsnarrows/little_gannonsnarrows4469.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gannonsnarrows/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.473210,-78.453090
1342 Gans Hill School Road Bridge Urbania Road Bridge This strange bridge has a brick deck and turnbuckles on its center diagonals even though it is a rigid truss. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.776870 -79.875430 Gans Hill School Road (Urbania Road - TR-335) Georges Creek Rural Fayette County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1909 0 Unknown 6 6 75 22.86 78 23.77 10.8 3.29 https://historicbridges.org/pennsylvania/ganshillschool/little_dscf6048_small.jpg https://historicbridges.org/pennsylvania/ganshillschool/little_dscf6052.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ganshillschool/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.776870,-79.875430
1343 ! Ganson Street Bridge One of the oldest examples of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Lamar Pipe and Tile Company of Grand Rapids, Michigan. 42.254444 -84.407222 Ganson Street Grand River Jackson Jackson County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1956 0 Lamar Pipe and Tile Company of Grand Rapids, Michigan 3 5 39.4 12.01 39.4 12.01 46 14.02 https://historicbridges.org/michigan/ganson/little_dscf2509_small.jpg https://historicbridges.org/michigan/ganson/little_dscf2509.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ganson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.254444,-84.407222
1344 Garfield Park Footbridge This bridge appears to be fairly old, yet appears to have a similar design as an even older suspension bridge. The technical description of the main or most noteworthy span of the bridge is a metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. 41.883520 -87.714560 Pedestrian Walkway Garfield Park Lagoon Chicago Cook County, Illinois Illinois United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/illinois/garfieldpark/little_p1170995_small.jpg https://historicbridges.org/illinois/garfieldpark/little_p1170995.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/garfieldpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.883520,-87.714560
1345 Garfield Road North Branch Bridge An early example of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Fred H. Price and Company. The bridge was primarily designed by Michigan State Highway Department. 43.555550 -86.205550 Garfield Road North Branch White River Rural Oceana County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 2 0 0 1958 0 Fred H. Price and Company Michigan State Highway Department 3 4 45 13.72 90 27.43 29 8.84 https://historicbridges.org/michigan/garfieldnb/little_garfieldnbrwhite4_small.jpg https://historicbridges.org/michigan/garfieldnb/little_garfieldnbrwhite4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/garfieldnb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.555550,-86.205550
1346 Garfield Road South Branch Bridge This is an attractive and well maintained example of a stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.554400 -86.075010 Garfield Road South Branch White River Rural Oceana County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1950 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 1 2 57.7 17.59 60 18.29 30.8 9.39 https://historicbridges.org/michigan/garfield/little_garfield_rd_white_r_9_small.jpg https://historicbridges.org/michigan/garfield/little_garfield_rd_white_r_9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/garfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.554400,-86.075010
1347 Garro Street Bridge Marshall County Bridge 227 The least altered and most significant of three concrete arch bridges in Plymouth. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.341100 -86.304920 Garro Street Yellow River Plymouth Marshall County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1931 0 Unknown 6 6 62 18.9 155 47.24 32.2 9.81 https://historicbridges.org/indiana/plymouthgarro/little_p1380627_small.jpg https://historicbridges.org/indiana/plymouthgarro/little_p1380627.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthgarro/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.341100,-86.304920
1348 Garrett Mill Road Bridge This is an extremely old example of a welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Chester County Maintenance Forces. The bridge was primarily designed by Harry K. Ellis. 39.972240 -75.492230 Garrett Mill Road Ridley Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Welded Full-Slope Pony Truss Fixed 4 1 0 0 1933 1993 Chester County Maintenance Forces Harry K. Ellis 6 7 42 12.8 43 13.11 13 3.96 https://historicbridges.org/pennsylvania/garrettmillroad/little_garrettmillroad020_small.jpg https://historicbridges.org/pennsylvania/garrettmillroad/little_garrettmillroad020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/garrettmillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972240,-75.492230
1350 Gartin Ford Bridge Decatur County Bridge 131 An uncommon example of a highway plate girder in Indiana. The technical description of the main or most noteworthy span of the bridge is a 72.2 ft (22.01 m) metal through girder, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. 39.305550 -85.685170 CR-200 South Clifty Creek Rural Decatur County, Indiana Indiana United States Metal Through Girder Fixed 0 2 0 0 1912 0 Central States Bridge Company of Indianapolis, Indiana 4 6 72.2 22.01 151.3 46.12 15.7 4.79 https://historicbridges.org/indiana/gartinfordbridge/little_gartinfordbridge3241_small.jpg https://historicbridges.org/indiana/gartinfordbridge/little_gartinfordbridge3241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gartinfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.305550,-85.685170
1351 ! Gas Line Bridge Consumers Gas Company Bridge Unique both in form and function, this unusual concrete arch structure carries only a gas line. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) concrete through arch, fixed. The bridge was primarily built by Unknown. 43.655690 -79.351900 Gas Line Don River Toronto Toronto City, Ontario Ontario Canada Concrete Through Arch Fixed 0 1 0 0 1930 0 Unknown 7 7 133 40.54 133 40.54 0 0 https://historicbridges.org/ontario/easternavenuearch/little_easternavenuearch1145_small.jpg https://historicbridges.org/ontario/easternavenuearch/little_easternavenuearch1145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/easternavenuearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.655690,-79.351900
1352 Gasport Bridge Bridge E-222 A traditional example of an Erie Canal lift bridge. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. 43.199440 -78.575550 Hartland Road (CR-108) Erie Canal (New York State Barge Canal) Gasport Niagara County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1913 2004 Skene and Richmond of Louisa, Kentucky 8 7 114 34.75 136.2 41.51 18.4 5.61 https://historicbridges.org/newyork/gasport/little_liftbr098_small.jpg https://historicbridges.org/newyork/gasport/little_liftbr098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gasport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.199440,-78.575550
1354 Gates Mills Railroad Bridge Although no trace remains of the tracks or its path, this bridge has the design features of a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Columbus Bridge Company of Columbus, Ohio. 41.518200 -81.404390 Railroad (Rail-Trail) Chagrin River Gates Mills Cuyahoga County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1899 0 New Columbus Bridge Company of Columbus, Ohio 5 6 0 0 110 33.53 0 0 https://historicbridges.org/ohio/gatesmills/bkg_hb075_small.jpg https://historicbridges.org/ohio/gatesmills/historicbridge300.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gatesmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.518200,-81.404390
1355 Gearhart Road Bridge Childrens Home Road Bridge Situated next to the Big Four Bridge, and bypassed by a new bridge, this abandoned multi-span through truss bridge is a beauty, and has an unusual pony truss approach. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.273850 -84.153960 Gearhart Road (Old Alignment) Great Miami River Sidney Shelby County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 Metal Warren Rivet-Connected Pony Truss Fixed 10 1 1906 1973 Unknown 7 9 120 36.58 345 105.16 18 5.49 https://historicbridges.org/ohio/gearhart/little_pict0476_small.jpg https://historicbridges.org/ohio/gearhart/little_pict0476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gearhart/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.273850,-84.153960
1356 L Geigel Hill Road Bridge This regionally important bridge was hit by a vehicle and after a hard fight by preservationists, a compromise was reached. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.480480 -75.146930 Geigel Hill Road Tinicum Creek Rural Bucks County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1887 0 Nelson and Buchanan of Chambersburg, Pennsylvania 6 7 55 16.76 58 17.68 15.1 4.6 https://historicbridges.org/pennsylvania/geigelhill/main_small.jpg https://historicbridges.org/pennsylvania/geigelhill/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/geigelhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.480480,-75.146930
1357 ! General Sullivan Bridge Little Bay Bridge This bridge is one of the only surviving early examples of its kind. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal continuous (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Lackawanna Steel Construction Corporation of Buffalo, New York and Crandrall Engineering Company of Cambridge, Massachusetts. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. Special note about bridge location: Access this bridge from the north on Dover Point Road, where there is a small park from where you can both view and walk on the bridge and park your car. 43.118270 -70.826380 Non-Motorized Path (Old US-4 Alignment) Little Bay Portsmouth and Dover Rockingham County, New Hampshire and Strafford County, New Hampshire New Hampshire United States Access this bridge from the north on Dover Point Road, where there is a small park from where you can both view and walk on the bridge and park your car. Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 Continuous (Arched) 1 Metal Polygonal Warren Rivet-Connected Deck Truss Fixed 0 8 1934 1950 Lackawanna Steel Construction Corporation of Buffalo, New York and Crandrall Engineering Company of Cambridge, Massachusetts Fay, Spofford, and Thorndike of Boston, Massachusetts 9 10 275 83.82 1585 483.11 24 7.32 https://historicbridges.org/newhampshire/generalsullivan/little_p1510222_small.jpg https://historicbridges.org/newhampshire/generalsullivan/little_p1510222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/generalsullivan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.118270,-70.826380
1359 Genesee Street Bridge Hidden under a modern roadway is an attractive arch bridge of fairly decent size for this region. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.357410 -87.831390 Genesee Street Waukegan River Waukegan Lake County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1913 1984 Unknown 6 6 110 33.53 370 112.78 44 13.41 https://historicbridges.org/illinois/geneseestreet/little_geneseestreet2280_small.jpg https://historicbridges.org/illinois/geneseestreet/little_geneseestreet2280.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/geneseestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357410,-87.831390
1360 Genesee Street Bridge A few T-Beam bridges in Michigan, such as this one, were built with railings having the appearance of a tiny concrete camelback bridge. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.050810 -83.313130 Genesee Street (Old M-21) Farmers Creek Lapeer Lapeer County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1933 0 Unknown 3 6 29 8.84 29 8.84 44 13.41 https://historicbridges.org/concrete/lapeer/little_img_20210906_173339_small.jpg https://historicbridges.org/concrete/lapeer/little_img_20210906_173339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/lapeer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.050810,-83.313130
1361 Genesee Street Bridge This is an unaltered and fairly early example of a concrete arch bridge in Michigan, and it is a remnant of the former US-2 alignment. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hoose and Person Construction Company of Iron Mountain, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.091460 -88.635300 Genesee Street (Old US-2) Iron River Iron River Iron County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 1988 Hoose and Person Construction Company of Iron Mountain, Michigan Michigan State Highway Department 6 6 90 27.43 90 27.43 45 13.72 https://historicbridges.org/michigan/old2iron/little_geneseestreetironriver_4171_small.jpg https://historicbridges.org/michigan/old2iron/little_geneseestreetironriver_4171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old2iron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.091460,-88.635300
1363 Geneva Railroad Bridge This bridge is mainly noted for its massive concrete piers. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. 41.881730 -88.304090 Railroad (Metra Union Pacific West and Union Pacific) Fox River Geneva Kane County, Illinois Illinois United States Metal Deck Girder Fixed 0 7 0 0 1917 0 Chicago Bridge and Iron Works of Chicago, Illinois 1 2 70 21.34 486 148.13 0 0 https://historicbridges.org/illinois/genevarr/little_p1170367_small.jpg https://historicbridges.org/illinois/genevarr/little_p1170367.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/genevarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881730,-88.304090
1364 Geneva Ford Bridge Jennings County Bridge 29 A good example of a traditionally composed Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 39.084370 -85.658770 CR-250 West Sand Creek Rural Jennings County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1907 0 Indiana Bridge Company of Muncie, Indiana 7 7 122 37.19 124 37.8 15.7 4.79 https://historicbridges.org/indiana/jennings250west/little_dscf7359_small.jpg https://historicbridges.org/indiana/jennings250west/little_dscf7359.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jennings250west/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.084370,-85.658770
1365 George Street Bridge Dearborn County Bridge 159 A beautiful Whipple truss continues to be the centerpiece of the downtown area with some significant structural modifications. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Lomas Forge and Bridge Works of Cincinnati, Ohio. 39.057920 -84.899260 George Street Hogan Creek Aurora Dearborn County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 16 1 Metal Stringer (Multi-Beam) Fixed 0 1 1887 2011 Lomas Forge and Bridge Works of Cincinnati, Ohio 8 7 200 60.96 254 77.42 23 7.01 https://historicbridges.org/truss/aurora/little_georgestreetbridge4419_small.jpg https://historicbridges.org/truss/aurora/little_georgestreetbridge4419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/aurora/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.057920,-84.899260
1366 ! Aetnaville Bridge Georgia Street Bridge One of two breathtaking multi-span truss bridges in Wheeling that are closed to traffic with talk of unthinkable demolition! The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.080060 -80.736670 Georgia Street Ohio River Back Channel Bridgeport and Wheeling Belmont County, Ohio and Ohio County, West Virginia Ohio and West Virginia United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 4 0 0 1891 1969 Unknown 9 9 200 60.96 1043 317.91 18 5.49 https://historicbridges.org/ohio/georgia/little_summer14_small.jpg https://historicbridges.org/ohio/georgia/little_summer14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/georgia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080060,-80.736670
1367 George Washington Bridge This utterly massive bridge carries an incredible amount of traffic and was the longest span in the world when built. The technical description of the main or most noteworthy span of the bridge is a 3500 ft (1066.8 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Othmar Ammann. 40.851590 -73.952480 I-95 and US-1 Hudson River Fort Lee and New York Bergen County, New Jersey and Manhattan, New York New Jersey and New York United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 18 1931 1962 McClintic-Marshall Company of Pittsburgh, Pennsylvania Othmar Ammann 9 9 3500 1066.8 4980.2 1517.96 119 36.27 https://historicbridges.org/newyork/georgewashington/little_georgewashingtonbridgeadd_0034_small.jpg https://historicbridges.org/newyork/georgewashington/little_georgewashingtonbridgeadd_0034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/georgewashington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.851590,-73.952480
1369 Georgia and Alabama Railroad Bridge Omaha-Cottonton Railroad Bridge This interesting vertical lift was only designed to raise a short distance. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. 32.143900 -85.045080 Railroad (Abandoned Seaboard Railway) Chattahoochee River Cottonton and Omaha Russell County, Alabama and Stewart County, Georgia Alabama and Georgia United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 7 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/georgia/omaha/little_dsc_1981_small.jpg https://historicbridges.org/georgia/omaha/little_dsc_1981.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/omaha/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.143900,-85.045080
1370 Gerloff Road Bridge This rare Phoenix column through truss was retrofitted with a load-bearing arch. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.274610 -75.485170 Gerloff Road Swamp Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1888 1998 Unknown 9 8 134 40.84 138 42.06 22 6.71 https://historicbridges.org/pennsylvania/gerloff/little_img_4525_small.jpg https://historicbridges.org/pennsylvania/gerloff/little_img_4525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gerloff/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.274610,-75.485170
1371 Germany Hollow Road Bridge One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Charles Chambers. The bridge was primarily designed by Nathan R. Rambo. 40.073920 -75.816560 Germany Hollow Road (TR-444) Indian Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1919 0 Charles Chambers Nathan R. Rambo 2 1 20 6.1 27 8.23 18 5.49 https://historicbridges.org/pennsylvania/bridge284chambers/little_bridge284chambers006_small.jpg https://historicbridges.org/pennsylvania/bridge284chambers/little_bridge284chambers006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge284chambers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.073920,-75.816560
1374 Geysers Road Bridge This beautiful and rare bridge with Phoenix columns is hidden away on an extremely rural and highly scenic road. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.823610 -122.883550 Geysers Road Big Sulphur Creek Rural Sonoma County, California California United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 1937 Unknown 9 9 130 39.62 149 45.42 13 3.96 https://historicbridges.org/california/geysersroad/little_day5_geysersroad06018_small.jpg https://historicbridges.org/california/geysersroad/little_day5_geysersroad06018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/geysersroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.823610,-122.883550
1375 Gibbs Road Bridge This bridge received an interesting paint job that should help protect the bridge. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.262010 -84.678690 Gibbs Road I-94 Rural Jackson County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1959 0 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department 2 3 71 21.64 227 69.19 26 7.92 https://historicbridges.org/michigan/gibbs/bkg_bridge110_small.jpg https://historicbridges.org/michigan/gibbs/bridge321.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gibbs/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.262010,-84.678690
1376 Gillespie Avenue Bridge This bridge is an early and rare surviving example of a rigid frame bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harold Hawley Corson. 42.626070 -83.297740 Gillespie Avenue Clinton Avenue Rural Oakland County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1936 0 Unknown Harold Hawley Corson 3 6 32.8 10 33.8 10.3 36 10.97 https://historicbridges.org/michigan/gillespie/little_dscf0820_small.jpg https://historicbridges.org/michigan/gillespie/little_dscf0820.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gillespie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.626070,-83.297740
1381 Gilpin Road Bridge This traditional concrete arch bridge is a part of the old alignment of the National Pike. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.694700 -78.547910 Gilpin Road (Old National Pike, MD-144E) Town Creek Rural Allegany County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Unknown 6 6 71 21.64 73.2 22.31 24 7.32 https://historicbridges.org/maryland/nationalrd_oldgilpin/little_p1200898_small.jpg https://historicbridges.org/maryland/nationalrd_oldgilpin/little_p1200898.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/nationalrd_oldgilpin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.694700,-78.547910
1382 Gladdings Road Bridge This small pony truss has a bottom chord that has grass growing out of it! The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 38.937780 -121.290000 Gladdings Road Doty Creek Rural Placer County, California California United States Metal Warren Rivet-Connected Pony Truss Fixed 12 1 0 0 1935 0 Unknown 4 5 76 23.16 79 24.08 18 5.49 https://historicbridges.org/california/gladdingroadbridge/little_day3_gladdingsroadbridge03061_small.jpg https://historicbridges.org/california/gladdingroadbridge/little_day3_gladdingsroadbridge03061.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/gladdingroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.937780,-121.290000
1384 Glasgow Road Bridge This bridge is an extremely rare example of a bridge built by the Stratford Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Stratford Bridge Company of Stratford, Ontario. 43.879130 -79.748810 Glasgow Road Humber River Bolton Peel Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 2003 Stratford Bridge Company of Stratford, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/glasgow/little_p1580146_small.jpg https://historicbridges.org/ontario/glasgow/little_p1580146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glasgow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.879130,-79.748810
1387 Glenbury Street Railroad Overpass This is a typical narrow tunnel-like concrete arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.383000 -79.997380 Railroad (Pittsburgh and West Virginia) Glenbury Street Pttsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/glenbury/little_glenbury1409_small.jpg https://historicbridges.org/pennsylvania/glenbury/little_glenbury1409.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenbury/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.383000,-79.997380
1389 Glendora Road Bridge East One of two nearly identical small utilitarian structures on this section of road. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.881960 -86.509090 Glendora Road East Branch Galien River Rural Berrien County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1941 0 Unknown 1 1 23 7.01 26 7.92 24 7.32 https://historicbridges.org/michigan/glendora1/little_5162011_114_small.jpg https://historicbridges.org/michigan/glendora1/little_5162011_114.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/glendora1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881960,-86.509090
1390 Glendora Road Bridge West One of two nearly identical small utilitarian structures on this section of road. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.874720 -86.536110 Glendora Road East Branch Galien River Rural Berrien County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1941 0 Unknown 1 1 26 7.92 27 8.23 24 7.32 https://historicbridges.org/michigan/glendora2/little_5162011_133_small.jpg https://historicbridges.org/michigan/glendora2/little_5162011_133.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/glendora2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874720,-86.536110
1391 Glen Gable Bridge This small arch bridge is buried in the weeds. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Super and Moulder. The bridge was primarily designed by Nathan R. Rambo. 40.100640 -75.836230 Lewis Mill Road (PA-4031) East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1903 0 Super and Moulder Nathan R. Rambo 6 4 20 6.1 40 12.19 15.4 4.69 https://historicbridges.org/pennsylvania/chester144glengable/little_glengable005_small.jpg https://historicbridges.org/pennsylvania/chester144glengable/little_glengable005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester144glengable/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.100640,-75.836230
1394 Glenlord Road Bridge This curved t-beam features unaltered railings and a perfectly flat deck that has no arch to it. The technical description of the main or most noteworthy span of the bridge is a 96.8 ft (29.5 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.043390 -86.498010 Glenlord Road I-94 Lincoln Township Berrien County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Unknown Michigan State Highway Department 2 3 96.8 29.5 342 104.24 26 7.92 https://historicbridges.org/michigan/glenlord/bkg_07photos029_small.jpg https://historicbridges.org/michigan/glenlord/07photos057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/glenlord/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.043390,-86.498010
1396 Godfrey Avenue Bridge An unaltered example of a steel stringer bridge featuring type R4 railings with the metal post variation. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.937610 -85.690180 Godfrey Avenue Plaster Creek Rural Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1956 0 Unknown 1 1 57.7 17.59 68 20.73 44 13.41 https://historicbridges.org/michigan/godfrey/little_godfrey_ave_plaster_cr_24_small.jpg https://historicbridges.org/michigan/godfrey/little_godfrey_ave_plaster_cr_24.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/godfrey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.937610,-85.690180
1397 Golden Gate Bridge This enormous suspension bridge is one of the most famous and beloved bridges on the planet. The technical description of the main or most noteworthy span of the bridge is a 4200 ft (1280.16 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Charles Alton Ellis and Joseph Strauss. 37.818430 -122.478460 US-101 and CA-1 San Francisco Bay San Francisco and Sausalito San Francisco County, California and Marin County, California California United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Braced Ribbed Deck Arch Fixed 0 12 1937 1986 Bethlehem Steel Company of Bethlehem, Pennsylvania Charles Alton Ellis and Joseph Strauss 10 10 4200 1280.16 8981 2737.41 62 18.9 https://historicbridges.org/california/goldengate/little_day6_goldengatebridge08031_small.jpg https://historicbridges.org/california/goldengate/little_day6_goldengatebridge08031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/goldengate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.818430,-122.478460
1398 ! Goodells Road Pine River Bridge An old example of the standard through girder bridge design for Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.983160 -82.665230 Goodells Road Branch Pine River Goodells St. Clair County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1916 0 Unknown Michigan State Highway Department 5 4 30 9.14 35.8 10.91 24 7.32 https://historicbridges.org/concrete/goodells1/07hbme583_small.jpg https://historicbridges.org/concrete/goodells1/07hbme583.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/goodells1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.983160,-82.665230
1399 Goodells Road Moore Creek Bridge A variation of the standard through girder bridge design in Michigan. The technical description of the main or most noteworthy span of the bridge is a 26.6 ft (8.11 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.965730 -82.664310 Goodells Road Moore Creek Rural St. Clair County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown Michigan State Highway Department 5 4 26.6 8.11 30.5 9.3 20.3 6.19 https://historicbridges.org/concrete/goodells2/07stclair16_small.jpg https://historicbridges.org/concrete/goodells2/07stclair16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/goodells2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.965730,-82.664310
1400 Goodells Road Moore Creek Branch Bridge One of three concrete through girders on Goodells Road. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.955560 -82.663610 Goodells Road Moore Creek Branch Rural St. Clair County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown Michigan State Highway Department 5 4 37 11.28 40.4 12.31 18.4 5.61 https://historicbridges.org/michigan/goodells3/little_pict1716_small.jpg https://historicbridges.org/michigan/goodells3/little_pict1716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/goodells3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.955560,-82.663610
1401 Goodman Railroad Bridge This is a heavilly skewed plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 45.632830 -88.355540 Railroad (Soo Line) US-8 Goodman Marinette County, Wisconsin Wisconsin United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/wisconsin/goodmanus8/little_goodmanus8bridgewisconsin_2764_small.jpg https://historicbridges.org/wisconsin/goodmanus8/little_goodmanus8bridgewisconsin_2764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/goodmanus8/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.632830,-88.355540
1402 Goodrich Dam This dam has an interesting bridge structure as part of its design. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 42.917150 -83.502850 Dam Access Kearsley Creek Goodrich Genesee County, Michigan Michigan United States Concrete Slab Fixed 0 6 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/michigan/goodrichdam/little_goodrichmi_small.jpg https://historicbridges.org/michigan/goodrichdam/little_goodrichmi.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/goodrichdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.917150,-83.502850
1403 ! Goodwin Road Bridge This large two span structure is the only known bridge in Michigan built by the Riverside Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. 42.914850 -84.933060 Goodwin Road Grand River Rural Ionia County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 10 2 0 0 1909 0 Riverside Bridge Company of Martins Ferry, Ohio 7 8 148 45.11 300 91.44 13.5 4.11 https://historicbridges.org/truss/goodwin/little_mar22_5277_small.jpg https://historicbridges.org/truss/goodwin/little_mar22_5268.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/goodwin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.914850,-84.933060
1405 Goshen Road Bridge Even though it is not a truly ancient stone arch, this beautiful bridge has an elaborate design that is drawn from ancient European bridges. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone Elliptical deck arch, fixed. The bridge was primarily built by J. A. Morris. 40.003600 -75.371500 Goshen Road (PA-1034) Darby Creek Rural Delaware County, Pennsylvania Pennsylvania United States Stone Elliptical Deck Arch Fixed 0 3 0 0 1905 0 J. A. Morris 8 8 45 13.72 84 25.6 21.7 6.61 https://historicbridges.org/pennsylvania/goshenrd/little_goshenroad042_small.jpg https://historicbridges.org/pennsylvania/goshenrd/little_goshenroad042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/goshenrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.003600,-75.371500
1406 Gospel Street Bridge Orange County Bridge 200, Sol Strauss and James M. Tucker Memorial Bridge An old, beautifully decorated bridge built by a noteworthy company. The technical description of the main or most noteworthy span of the bridge is a 90.2 ft (27.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Cleveland Bridge and Iron Company of Cleveland, Ohio. 38.554480 -86.468440 Gospel Street Lick Creek Paoli Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1880 0 Cleveland Bridge and Iron Company of Cleveland, Ohio 7 8 90.2 27.49 93 28.35 15.4 4.69 https://historicbridges.org/indiana/gospel/little_addgospel_3569a_small.jpg https://historicbridges.org/indiana/gospel/little_addgospel_3569a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gospel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.554480,-86.468440
1407 Goulais River Bridge A 1950s truss bridge, this is impressive to look at, and has an odd truss configuration. The technical description of the main or most noteworthy span of the bridge is a 298.5 ft (90.98 m) metal bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Ardelt Industries of Canada. 46.730870 -84.349040 TC-17 (KH-17) Goulais River Rural Algoma District, Ontario Ontario Canada Metal Modified Warren (Subdivided) Bolt-Connected Through Truss Fixed 16 1 0 0 1959 2017 Ardelt Industries of Canada 5 6 298.5 90.98 300 91.44 0 0 https://historicbridges.org/truss/goulais/little_pict3232_small.jpg https://historicbridges.org/truss/goulais/little_pict3232.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/goulais/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.730870,-84.349040
1408 ! Gower Road Bridge A stunning example of a decent sized pin connected Pratt pony truss and likely dates to the 1880s. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.043270 -85.116340 Gower Road Coldwater River Rural Branch County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio 7 8 77.8 23.71 81 24.69 13 3.96 https://historicbridges.org/truss/gower/07hbme353_small1.jpg https://historicbridges.org/truss/gower/07hbme358.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/gower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.043270,-85.116340
1409 Gow's Bridge This is a rare stone arch bridge in Ontario and is a designated heritage structure. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Daniel Keleher. 43.536780 -80.245970 McCrae Boulevard Speed River Guelph Wellington County, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 2 Concrete Closed Spandrel Deck Arch Fixed 0 1 1897 0 Daniel Keleher 7 7 0 0 135.2 41.21 18.7 5.7 https://historicbridges.org/ontario/gowsbridge/little_gowsbridge1219_small.jpg https://historicbridges.org/ontario/gowsbridge/little_gowsbridge1219.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gowsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.536780,-80.245970
1410 Gramer Road Bridge This is a traditionally composed and unaltered 1950s steel stringer. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Northern Builders. 42.684630 -84.166560 Gramer Road Red Cedar River Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 0 0 1953 0 Northern Builders 1 2 46 14.02 120 36.58 24 7.32 https://historicbridges.org/michigan/gramer/little_p1470202_small.jpg https://historicbridges.org/michigan/gramer/little_p1470202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gramer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.684630,-84.166560
1411 Grand Auglaize Swinging Bridge Brumley Swinging Bridge, Glaize Bridge This is one of the longest and most unaltered of the few remaining extremely significant Missouri swinging bridges. The technical description of the main or most noteworthy span of the bridge is a 414 ft (126.19 m) metal wire cable suspension, fixed. The bridge was primarily built by Joseph A. Dice. 38.077440 -92.526680 Swinging Bridges Road Grand Auglaize Creek Rural Miller County, Missouri Missouri United States Metal Wire Cable Suspension Fixed 0 1 0 2 1922 0 Joseph A. Dice 9 9 414 126.19 500 152.4 12 3.66 https://historicbridges.org/missouri/grandauglaize/little_dscf6317_small.jpg https://historicbridges.org/missouri/grandauglaize/little_dscf6292.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/grandauglaize/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.077440,-92.526680
1413 Grand Avenue Bridge A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.950300 -93.284200 Grand Avenue Railroad (Midtown Greenway Rail-Trail) Minneapolis Hennepin County, Minnesota Minnesota United States Concrete T-Beam Fixed 0 3 0 0 1914 0 Unknown 4 6 45 13.72 106 32.31 30 9.14 https://historicbridges.org/minnesota/midtowngreenwaygrandave/little_midtowngreenwaygrandave2911_small.jpg https://historicbridges.org/minnesota/midtowngreenwaygrandave/little_midtowngreenwaygrandave2911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwaygrandave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950300,-93.284200
1414 Grand Street Bridge This bridge is an early surviving example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Leonard & Day of San Francisco, California. 37.637230 -120.983930 Grand Street Dry Creek Modesto Stanislaus County, California California United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1907 0 Unknown Leonard & Day of San Francisco, California 7 7 112 34.14 160 48.77 25.6 7.8 https://historicbridges.org/california/grandstreet/little_day2_grandstreet01445_small.jpg https://historicbridges.org/california/grandstreet/little_day2_grandstreet01445.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/grandstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.637230,-120.983930
1415 Grand Blanc Railroad Bridge Located on a former trunkline road, this is a large through plate girder with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal through girder, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.990278 -83.676389 Railroad (CSX Saginaw Street Grand Blanc Genesee County, Michigan Michigan United States Metal Through Girder Fixed 0 2 0 2 1940 0 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department 2 4 104 31.7 294 89.61 0 0 https://historicbridges.org/michigan/grandblanc/little_img_1269_small.jpg https://historicbridges.org/michigan/grandblanc/little_img_1269.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandblanc/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.990278,-83.676389
1417 Grand Haven Swing Bridge Both videos and photos are available for this magnificent and photogenic movable bridge! The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 43.075860 -86.219540 Railroad (CSX) Grand River Grand Haven and Ferrysburg Ottawa County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 6 1908 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 7 8 150 45.72 0 0 0 0 https://historicbridges.org/truss/grandhaven/little_p1550022_small.jpg https://historicbridges.org/truss/grandhaven/little_p1550022.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandhaven/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.075860,-86.219540
1418 South Grand Island Bridges One of these two glorious bridges was built in 1935 and the other in 1963, and are nearly identical. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever (arch and suspended deck) rivet-connected Pratt through truss, fixed. The bridge was primarily built by Taylor-Fichter Steel Construction Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 42.998560 -78.936690 I-190 Niagara River (South Channel) Grand Island Erie County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 0 Cantilever (Arch and Suspended Deck) 1 Metal Pratt Rivet-Connected Deck Truss Fixed 0 Cantilever 32 1935 1963 Taylor-Fichter Steel Construction Company of New York, New York Waddell and Hardesty of New York, New York 8 9 400 121.92 3437.2 1047.66 25 7.62 https://historicbridges.org/newyork/grandislandsouth/bkg_newyork783_small.jpg https://historicbridges.org/newyork/grandislandsouth/newyork2296.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/grandislandsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998560,-78.936690
1419 Grand Ledge Railroad Bridge One of the most impressive deck trusses in Michigan, this bridge spans the unusual sandstone cliffs that grace the edge of the river in this area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 42.758200 -84.755530 Railroad (CSX) Grand River Grand Ledge Eaton County, Michigan Michigan United States Metal Pratt Rivet-Connected Deck Truss Fixed 6 3 Metal Deck Girder Fixed 0 2 1904 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 7 120 36.58 466 142.04 10 3.05 https://historicbridges.org/truss/grandledge/little_add_img_20220317_183002_small.jpg https://historicbridges.org/truss/grandledge/little_add_img_20220317_183002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandledge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.758200,-84.755530
1421 Grand Rapids and Indiana Railroad Culvert Porter Hollow Embankment and Culvert This bridge is one of the best preserved stone arch bridges in Michigan and is part of an unusual construction history. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by James House of Edgarton, Michigan. 43.165890 -85.566660 Railroad (White Pine Rail-Trail) Stegman Creek (Porter Hollow) Rural Kent County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1885 0 James House of Edgarton, Michigan 3 7 0 0 19 5.79 75 22.86 https://historicbridges.org/michigan/porterhollow/little_gr_stegman_cr_2_small.jpg https://historicbridges.org/michigan/porterhollow/little_gr_stegman_cr_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/porterhollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165890,-85.566660
1422 Grand Rapids Railroad Bridge A large multi-span truss bridge stands out as significant in northwestern Ohio. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. 41.414461 -83.863176 Railroad (Former Nickel Plate Road) Maumee River Grand Rapids Lucas County, Ohio and Wood County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 0 6 0 0 1916 0 Toledo Bridge and Crane Company of Toledo, Ohio 7 8 150 45.72 901 274.62 0 0 https://historicbridges.org/ohio/grandrapidsrr/little_addgrandrapids_9271_small.jpg https://historicbridges.org/ohio/grandrapidsrr/little_addgrandrapids_9271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/grandrapidsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.414461,-83.863176
1423 Grand Rapids Swing Bridge Pere Marquette Railroad Bridge This spectacular railroad swing bridge is one of the most impressive of its kind in Michigan, and is very photogenic. The technical description of the main or most noteworthy span of the bridge is a 231 ft (70.41 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 42.958240 -85.681010 Railroad (Norfolk Southern) Grand River Grand Rapids Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 6 3 1903 1922 American Bridge Company of New York, New York 7 8 231 70.41 654 199.34 30 9.14 https://historicbridges.org/truss/grswing/little_pict2588_small.jpg https://historicbridges.org/truss/grswing/little_pict5528.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958240,-85.681010
1424 Grand Rapids Veterans Home Cemetery Bridge A fascinating approach to utilitarian bridge design where a bridge railing is load-bearing! The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 43.018640 -85.658680 Cemetery Drive Lamberton Creek Grand Rapids Kent County, Michigan Michigan United States Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/veteranshome/little_pict2660_small.jpg https://historicbridges.org/michigan/veteranshome/little_pict2668.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/veteranshome/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.018640,-85.658680
1425 Grand Ridge Road Bridge This bridge appears to be an early example of a pin-connected truss bridge and is unaltered. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 41.242570 -88.361380 Grand Ridge Road (TR-109B, CR-3000 South) West Fork Mazon River Rural Grundy County, Illinois Illinois United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 1965 Unknown 7 7 71 21.64 72 21.95 11.8 3.6 https://historicbridges.org/illinois/grandridgeroad/little_grandridgeroad1581_small.jpg https://historicbridges.org/illinois/grandridgeroad/little_grandridgeroad1581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/grandridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.242570,-88.361380
1426 Grand River Avenue Railroad Overpass This trunkline grade separation has a very heavy skew. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal through girder, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. 42.600790 -83.912320 Railroad (Ann Arbor Railroad) Grand River Avenue (BL-96) Howell Livingston County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1937 0 L. A. Davidson of Saginaw, Michigan 2 5 92 28.04 189 57.61 0 0 https://historicbridges.org/michigan/howellrr/little_p1430535_small.jpg https://historicbridges.org/michigan/howellrr/little_p1430535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/howellrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.600790,-83.912320
1427 Grand River Avenue Red Cedar River Bridge This highly altered bridge is of limited significance, yet its alterations are unusual and of interest. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.709620 -84.363930 Grand River Avenue (M-43) Red Cedar River Rural Ingham County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1924 1932 Unknown 1 1 45 13.72 89 27.13 46 14.02 https://historicbridges.org/michigan/grandrivercedar/little_p1130401_small.jpg https://historicbridges.org/michigan/grandrivercedar/little_p1130401.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandrivercedar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.709620,-84.363930
1428 Grand River Street Bridge This bridge is an early and well-decorated example of its type. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Keystone Contractors. 43.192130 -80.382960 Grand River Street (Former KH-24A) Nith River Paris Brant County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1932 0 Keystone Contractors 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/grandriverstreetparis/little_grandriverstreetparis0451_small.jpg https://historicbridges.org/ontario/grandriverstreetparis/little_grandriverstreetparis0451.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grandriverstreetparis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.192130,-80.382960
1429 Cayuga Railway Bridge An impressive multi-span deck truss with a pleasing trapezoid truss shape and stone piers. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.954950 -79.862990 Railroad (Abandoned Canadian National) Grand River Cayuga Haldimand County, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 5 5 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 8 100 30.48 905 275.84 0 0 https://historicbridges.org/truss/grandrrr/little_p1400433_small.jpg https://historicbridges.org/truss/grandrrr/little_p1400433.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandrrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.954950,-79.862990
1430 Grange Road Bridge This is a spectacular example of a concrete camelback bridge, in excellent condition. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.972830 -84.799000 Grange Road Stoney Creek Rural Clinton County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1923 0 Price Brothers Company of Lansing, Michigan Michigan State Highway Department 7 7 90 27.43 92 28.04 20 6.1 https://historicbridges.org/concrete/grange/little_dscf2400_small.jpg https://historicbridges.org/concrete/grange/little_dscf2395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/grange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.972830,-84.799000
1431 Grant Road Bridge This bridge an excellent example of a 60 foot camelback bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.204680 -84.674200 Grant Road Pine Creek Rural Gratiot County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1927 0 Unknown Michigan State Highway Department 7 7 54.8 16.7 60 18.29 7 2.13 https://historicbridges.org/michigan/grant/little_DSCF0385_small.jpg https://historicbridges.org/michigan/grant/little_DSCF0385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.204680,-84.674200
1434 Granville Center Bridge County Bridge Number 14 An attractive example of a classic bridge type built by a regionally prolific company. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 41.714510 -76.706880 Center Road (TR-326) North Branch Towanda Creek Granville Center Bradford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1894 1966 Groton Bridge Company of Groton, New York 6 6 69 21.03 71 21.64 15 4.57 https://historicbridges.org/pennsylvania/granville/bkg_newyork252_small.jpg https://historicbridges.org/pennsylvania/granville/newyork0731.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/granville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.714510,-76.706880
1438 Gravel Pike Bridge This bridge is a representative example of a typical mid-20th century bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.272530 -75.473100 Gravel Pike (PA-29 and PA-73) Swamp Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1947 0 Unknown 1 2 62 18.9 192 58.52 30 9.14 https://historicbridges.org/pennsylvania/gravelpike/little_dscf0110_small.jpg https://historicbridges.org/pennsylvania/gravelpike/little_dscf0110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gravelpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.272530,-75.473100
1439 Graysville Bridge A classic example of a Whipple truss built by the Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.816300 -80.797000 Woodland and Graysville Road (CR-27) Fish Creek Graysville (Rural) Marshall County, West Virginia West Virginia United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1882 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 201 61.26 203 61.87 17 5.18 https://historicbridges.org/wvirginia/graysville/bkg_07march462_small.jpg https://historicbridges.org/wvirginia/graysville/07march1246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/graysville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.816300,-80.797000
1443 Green Bay Road Bridge Green Bay Road Trusses This truss's highly unusual design was a solution to putting sidewalks on a truss bridge with outriggers. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.271410 -87.851740 Green Bay Road Railroad (Union Pacific) Lake Bluff Lake County, Illinois Illinois United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 7 3 0 0 0 1988 Unknown 7 7 70 21.34 170 51.82 26 7.92 https://historicbridges.org/illinois/greenbayroad/little_greenbayroad1712_small.jpg https://historicbridges.org/illinois/greenbayroad/little_greenbayroad1712.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/greenbayroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.271410,-87.851740
1444 Green Hill Road Bridge This nice looking truss bridge deserves to be preserved. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.852540 -80.727410 Green Hill Road Ashtabula River Rural Ashtabula County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 1962 Unknown 6 6 98 29.87 104 31.7 16 4.88 https://historicbridges.org/ohio/greenhillroad/little_greenhillroad0254_small.jpg https://historicbridges.org/ohio/greenhillroad/little_greenhillroad0254.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/greenhillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.852540,-80.727410
1445 Green Road Bridge This attractive bridge is an early rivet-connected truss, and an early polygonal Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Capitol Construction Company of Columbus, Ohio. 40.395000 -82.872120 Green Road (TR-222) Alum Creek Rural Morrow County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1906 1989 Capitol Construction Company of Columbus, Ohio 7 7 87 26.52 91 27.74 15.4 4.69 https://historicbridges.org/ohio/green5932602/little_green5932602_620_small.jpg https://historicbridges.org/ohio/green5932602/little_green5932602_620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/green5932602/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.395000,-82.872120
1447 Green Valley Drive Bridge A beautiful Parker truss, this bridge was part of a two span bridge that was relocated in 1938. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. 38.947520 -92.306510 Green Valley Drive Hinkson Creek Columbia Boone County, Missouri Missouri United States Metal Parker Pin-Connected Through Truss Fixed 8 1 0 0 1906 1938 Kansas City Bridge Company of Kansas City, Missouri 7 8 171 52.12 175 53.34 13.8 4.21 https://historicbridges.org/missouri/greenvalley/little_dscf6044_small.jpg https://historicbridges.org/missouri/greenvalley/little_dscf6044.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/greenvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.947520,-92.306510
1448 Green Valley Road Bridge Brown County Bridge 33 An uncommon example of a bolt-connected truss bridge from the era of rivets. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.189230 -86.288420 Green Valley Road North Fork Salt Creek Rural Brown County, Indiana Indiana United States Metal Polygonal Warren Bolt-Connected Pony Truss Fixed 5 1 0 0 1915 0 Unknown 6 6 88 26.82 91.5 27.89 15.7 4.79 https://historicbridges.org/indiana/greenvalleyroadbridge/little_greenvalleyroadbridge4799_small.jpg https://historicbridges.org/indiana/greenvalleyroadbridge/little_greenvalleyroadbridge4799.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/greenvalleyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.189230,-86.288420
1449 Greenleaf Drive Bridge One of several tiny concrete arch bridges that were buried when the Red Run River was covered up in this area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.500530 -83.162260 Greenleaf Drive Red Run River Royal Oak Oakland County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 5 0 0 0 0 0 0 https://historicbridges.org/michigan/greenleaf/little_dsc00919_small.jpg https://historicbridges.org/michigan/greenleaf/little_dsc00919.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenleaf/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.500530,-83.162260
1450 Greenleaf Drive Railroad Overpass One of twelve similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.500650 -83.156960 Railroad (CN) Greenleaf Drive Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 0 0 0 0 0 0 https://historicbridges.org/michigan/greenleafrr/little_dsc00912_small.jpg https://historicbridges.org/michigan/greenleafrr/little_dsc00912.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenleafrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.500650,-83.156960
1452 Greenwalt Bridge Glade Valley Road Bridge A very small truss bridge, yet at only two panels, each panel is of decent size. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 44.829200 -85.263800 Glade Valley Road Rapid River Rural Kalkaska County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 0 1 0 0 1910 0 Unknown 5 6 30.8 9.39 30.8 9.39 15.4 4.69 https://historicbridges.org/michigan/gladevalley/little_dscf4519_small.jpg https://historicbridges.org/michigan/gladevalley/little_dscf4519.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gladevalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.829200,-85.263800
1454 Grimes Road Bridge A traditionally composed, late example of an attractive historic bridge type. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.648430 -77.288780 Grimes Road Toms Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1914 1994 York Bridge Company of York, Pennsylvania 7 7 112 34.14 112 34.14 12.5 3.81 https://historicbridges.org/maryland/grimes/little_pict3951_small.jpg https://historicbridges.org/maryland/grimes/little_pict3951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/grimes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.648430,-77.288780
1455 Grimms Bridge One of the finest bridges in the county is this stunning Wrought Iron Bridge Company of Canton, Ohio Whipple truss. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.676080 -80.540300 Grimms Bridge Road (TR-1042) Little Beaver Creek Rural Columbiana County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 0 0 1884 1960 Wrought Iron Bridge Company of Canton, Ohio 8 8 154 46.94 155 47.24 12 3.66 https://historicbridges.org/ohio/grimms/little_pict0500_small.jpg https://historicbridges.org/ohio/grimms/little_pict0500.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/grimms/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.676080,-80.540300
1456 Grimsby Road 7 Bridge This attractive truss bridge has been closed to vehicular traffic but remains accessible to pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.109310 -79.574700 Grimsby Road 7 20 Mile Creek Rural Niagara Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/grimsbyroad7/little_p1400704_small.jpg https://historicbridges.org/ontario/grimsbyroad7/little_p1400704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grimsbyroad7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.109310,-79.574700
1457 Griswold Road Bridge Although the deck was repaired, this once-proud structure has experienced severe spalling of its concrete girders. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.961910 -82.593870 Griswold Road Pine River Rural St. Clair County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1925 0 Unknown Michigan State Highway Department 7 8 84 25.6 90 27.43 22 6.71 https://historicbridges.org/concrete/griswold/07hbme672_small.jpg https://historicbridges.org/concrete/griswold/07hbme672.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/griswold/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.961910,-82.593870
1458 Grosse Ile Free Bridge Grosse Ile Parkway Bridge This is a rare example both of a swing span and of a 1930s truss bridge on a highway in Michigan. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal rivet-connected Camelback through truss, movable: swing, Center Pier. The bridge was primarily built by Great Lakes Dredge and Dock Company of Chicago, Illinois. 42.127380 -83.174350 Grosse Ile Parkway (Formerly Van Horn Road) Trenton Channel (Detroit River) Grosse Ile Wayne County, Michigan Michigan United States Metal Camelback Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 10 1931 2007 Great Lakes Dredge and Dock Company of Chicago, Illinois 8 9 340 103.63 1024 312.12 20 6.1 https://historicbridges.org/truss/grosseile/little_img_5519_small.jpg https://historicbridges.org/truss/grosseile/little_img_5519.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grosseile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.127380,-83.174350
1459 Grosse Ile Toll Bridge Bridge Road Bridge This is one of the longest truss bridges in Michigan, and is a rare swing bridge. The technical description of the main or most noteworthy span of the bridge is a 304 ft (92.66 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Whitehead and Kales Company of River Rouge, Michigan. The bridge was primarily designed by Detroit Bridge and Steel Works of River Rouge, Michigan. Special note about bridge location: Parking is not good for this bridge, aside from a boat launch at the northwest quadrant around the bridge. You can not walk across the. Bicycles are allowed however, and as such are the best way to get a good look at this bridge. It cost only 50 cents to cross, and that also paid for the return ride back across. 42.173200 -83.160670 Bridge Road Trenton Channel (Detroit River) Grosse Ile Wayne County, Michigan Michigan United States Parking is not good for this bridge, aside from a boat launch at the northwest quadrant around the bridge. You can not walk across the. Bicycles are allowed however, and as such are the best way to get a good look at this bridge. It cost only 50 cents to cross, and that also paid for the return ride back across. Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 4 1913 0 Whitehead and Kales Company of River Rouge, Michigan Detroit Bridge and Steel Works of River Rouge, Michigan 8 9 304 92.66 1030 313.94 21.3 6.49 https://historicbridges.org/truss/grosseiletoll/little_p1470066_small.jpg https://historicbridges.org/truss/grosseiletoll/little_p1470075.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grosseiletoll/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.173200,-83.160670
1460 Grosse Ile Parkway Canal Bridge This traditional arch bridge was constructed by in-house county road commission forces. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) concrete Closed Spandrel arch, fixed. The bridge was primarily built by Board of Wayne County Road Commissioners. 42.127800 -83.183880 Grosse Ile Parkway Elizabeth Park Canal Trenton Wayne County, Michigan Michigan United States Concrete Closed Spandrel Arch Fixed 0 1 0 0 1931 0 Board of Wayne County Road Commissioners 3 5 51.8 15.79 51.8 15.79 38 11.58 https://historicbridges.org/michigan/parkwaycanal/little_p1130758_small.jpg https://historicbridges.org/michigan/parkwaycanal/little_p1130758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/parkwaycanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.127800,-83.183880
1462 Grosvenor Railroad Bridge Fayette Branch Railroad Bridge Featuring extremely unusual design details that are testament to the ancient age of this bridge, this is an abandoned cast and wrought iron railroad truss in Michigan. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.836540 -83.929750 Railroad (Abandoned New York Central) River Raisin Rural Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1877 1900 King Bridge Company of Cleveland, Ohio 9 10 105 32 210 64.01 0 0 https://historicbridges.org/michigan/grosvenor/little_pict7716_small.jpg https://historicbridges.org/michigan/grosvenor/little_pict7716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grosvenor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836540,-83.929750
1464 L Grove Street Bridge This bridge is an example of a standard plan beam bridge in Pennsylvania with attractive metal railings. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.997290 -80.345220 Grove Street Neshannock Creek New Castle Lawrence County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1950 0 Unknown 2 3 106 32.31 212 64.62 45.3 13.81 https://historicbridges.org/pennsylvania/grove/little_pict9308_small.jpg https://historicbridges.org/pennsylvania/grove/little_pict9308.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/grove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.997290,-80.345220
1465 Grove Way Bridge This rare curved chord through girder bridge is noted for its early construction date as well as its span length. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete curved chord through girder, fixed. The bridge was primarily built by Thomas B. Russell of Hayward, California. The bridge was primarily designed by P. A. Haviland. 37.680620 -122.093770 Grove Way San Lorenzo Creek Hayward Alameda County, California California United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1915 0 Thomas B. Russell of Hayward, California P. A. Haviland 7 8 60 18.29 63 19.2 25 7.62 https://historicbridges.org/california/groveway/little_day4_grovewaybridge05286_small.jpg https://historicbridges.org/california/groveway/little_day4_grovewaybridge05286.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/groveway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.680620,-122.093770
1467 Grumman Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 63.3 ft (19.29 m) concrete rigid-frame, fixed. The bridge was primarily built by New Haven Construction Company of New Haven, Connecticut. 41.153230 -73.403920 Grumman Avenue Merritt Parkway (CT-15) Norwalk Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 0 New Haven Construction Company of New Haven, Connecticut 6 6 63.3 19.29 69 21.03 30 9.14 https://historicbridges.org/connecticut/grumman/little_img_2219_small.jpg https://historicbridges.org/connecticut/grumman/little_img_2219.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/grumman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.153230,-73.403920
1468 Gualala Road Bridge This bridge is a hidden treasure on a winding, extremely rural road through a redwood forest. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.779180 -123.499520 Gualala Road North Fork Gualala River Rural Mendocino County, California California United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Wood Stringer (Multi-Beam) Fixed 0 3 0 1940 Unknown 9 9 130 39.62 187 57 10.5 3.2 https://historicbridges.org/california/gualala/little_day5_gualalaroadbridge06078_small.jpg https://historicbridges.org/california/gualala/little_day5_gualalaroadbridge06078.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/gualala/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.779180,-123.499520
1469 Guerneville Bridge One of several bridges on the Russian River that are late but noteworthy examples of pin-connected truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.500980 -122.995520 Pedestrian Walkway (Former CA-116 Alignment) Russian River Guerneville Sonoma County, California California United States Metal Parker Pin-Connected Through Truss Fixed 10 3 Concrete T-Beam Fixed 0 18 1922 0 Unknown 7 7 180 54.86 948.2 289.01 17 5.18 https://historicbridges.org/california/guernevillebridge/little_day5_guernevillebridge06195_small.jpg https://historicbridges.org/california/guernevillebridge/little_day5_guernevillebridge06195.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/guernevillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.500980,-122.995520
1471 Guinea Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. 41.100880 -73.592030 Guinea Road Merritt Parkway (CT-15) Stamford Fairfield County, Connecticut Connecticut United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1937 0 Paul Bacco Construction Company of Stamford, Connecticut 6 6 80 24.38 100 30.48 31.5 9.6 https://historicbridges.org/connecticut/guinea/pict7808b_small.jpg https://historicbridges.org/connecticut/guinea/little_pict7808b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/guinea/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.100880,-73.592030
1472 Hacienda Bridge This attractive and uncommon Camelback truss bridge has 1947 concrete approach spans, evidence that the truss span is a relocated and reused span. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.508680 -122.927210 River Road Russian River Rural Sonoma County, California California United States Metal Camelback Pin-Connected Through Truss Fixed 7 1 Concrete Slab Fixed 0 12 1914 1947 American Bridge Company of New York, New York 7 7 200 60.96 531 161.85 25.3 7.71 https://historicbridges.org/california/riverroadrussianriver/little_day5_riverroadrussianriver06807_small.jpg https://historicbridges.org/california/riverroadrussianriver/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/riverroadrussianriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.508680,-122.927210
1473 ! Hadfield Road Bridge One of several plate girder bridges in the county with attractive stone abutments. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.020120 -75.780230 Hadfield Road Beaver Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1913 0 Dunleavy Brothers of Coatesville, Pennsylvania Nathan R. Rambo 3 3 44 13.41 47 14.33 16 4.88 https://historicbridges.org/pennsylvania/chester244hadfield/little_bridge244hatfieldcreamery004_small.jpg https://historicbridges.org/pennsylvania/chester244hadfield/little_bridge244hatfieldcreamery004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester244hadfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.020120,-75.780230
1474 Hagwilget Bridge This impressive suspension bridge is considered one of the highest bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by A. L. Carruthers. 55.257520 -127.604400 BC-62 Bulkley River (Hagwilget Canyon) Rural Kitimat-Stikine District, British Columbia British Columbia Canada Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1931 0 Unknown A. L. Carruthers 7 7 460 140.21 0 0 16 4.88 https://historicbridges.org/britishcolumbia/hagwilget/little_4943525919_7d0ea11a74hagwilgetbridge_o_small.jpg https://historicbridges.org/britishcolumbia/hagwilget/little_4943525919_7d0ea11a74hagwilgetbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/hagwilget/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.257520,-127.604400
1476 Hale Road Bridge This bridge is noted for one of the few known surviving examples of bridges built by the Rochester Bridge and Construction Company. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Rochester Bridge and Construction Company of Rochester, New York. 41.336390 -79.541240 Hale Road (TR-628) East Sandy Creek Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1904 1994 Rochester Bridge and Construction Company of Rochester, New York 6 7 56 17.07 61 18.59 13.5 4.11 https://historicbridges.org/pennsylvania/haleroad/little_haleroad1376_small.jpg https://historicbridges.org/pennsylvania/haleroad/little_haleroad1376.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/haleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.336390,-79.541240
1477 Half Mile Bridge Don River High Railway Bridge This is a high level style deck plate girder bridge and it rests on massive concrete piers. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.683270 -79.363220 Railroad (Abandoned Canadian Pacific) Don River, Don Valley Parkway, Bayview Avenue, and Railroad Toronto Toronto City, Ontario Ontario Canada Metal Deck Girder Fixed 0 13 0 0 1928 0 Unknown 5 6 0 0 1100 335.28 0 0 https://historicbridges.org/ontario/donriverhighrr/little_donriverhighrrbridge1586_small.jpg https://historicbridges.org/ontario/donriverhighrr/little_donriverhighrrbridge1586.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/donriverhighrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.683270,-79.363220
1479 Hall Road Bridge This is an old steel stringer bridge that was bypassed by a replacement bridge and abandoned. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.072300 -79.783270 Hall Road Wolf Creek Hamilton Hamilton City, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/ontario/hallroad/little_p1400599_small.jpg https://historicbridges.org/ontario/hallroad/little_p1400599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hallroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072300,-79.783270
1480 Halsted Street Little Calumet River Bridge This bridge is among the older truss bridges on this waterway and has attractive lattice and v-lacing on its built-up beams. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.657560 -87.641160 Halsted Street (IL-1) Little Calumet River Chicago Cook County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 2 1931 1996 Unknown 6 7 230 70.1 420.3 128.11 44 13.41 https://historicbridges.org/illinois/halstedlittlecalumet/little_p1260339_small.jpg https://historicbridges.org/illinois/halstedlittlecalumet/little_p1260339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/halstedlittlecalumet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.657560,-87.641160
1481 Halsted Street North Branch Bridge One of the younger examples of a deck truss bascule bridge in Chicago. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.898010 -87.647800 Halsted Street North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1955 0 Overland Construction Company of Chicago, Illinois City of Chicago 5 5 154 46.94 267 81.38 46 14.02 https://historicbridges.org/illinois/halsted3/little_p1640027_8_9_tonemapped_small.jpg https://historicbridges.org/illinois/halsted3/little_p1640027_8_9_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/halsted3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.898010,-87.647800
1483 Halsted Street South Branch Bridge This bridge is three trusses wide and still lifts for boats in the spring and fall seasons. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by City of Chicago. 41.849444 -87.646389 Halsted Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1934 1988 Mount Vernon Bridge Company of Mount Vernon, Ohio City of Chicago 6 6 224 68.28 316 96.32 90 27.43 https://historicbridges.org/illinois/halsted/little_p1190892_small.jpg https://historicbridges.org/illinois/halsted/little_p1190892.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/halsted/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.849444,-87.646389
1486 Hamilton Railroad Bridge A beautiful three span railroad truss bridge is complimented by over a dozen stone arch approach spans! The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.398710 -84.568320 Railroad (CSX) Great Miami River Hamilton Butler County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 8 3 Stone Semicircular Deck Arch Fixed 0 18 1913 0 American Bridge Company of New York, New York 7 8 240 73.15 1530 466.34 0 0 https://historicbridges.org/ohio/hamiltonrr/little_img_20190922_082019_small.jpg https://historicbridges.org/ohio/hamiltonrr/little_img_20190922_082019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hamiltonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.398710,-84.568320
1487 Hamilton Railroad Bridge This appears to be a rather old, and large example of wooden railroad bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.676110 -86.002180 Railroad (Formerly CSX) Rabbit River Hamilton Allegan County, Michigan Michigan United States Wood Stringer (Multi-Beam) Fixed 0 0 0 0 1916 0 Unknown 4 6 0 0 300 91.44 12 3.66 https://historicbridges.org/michigan/hamiltonrr/bkg_07march596_small.jpg https://historicbridges.org/michigan/hamiltonrr/07march1633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hamiltonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.676110,-86.002180
1488 Hamilton Road Bridge Allen County Bridge 242 An excellent, restored example of Smith Bridge Company of Toledo, Ohio bridge construction. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 40.945940 -85.335620 Hamilton Road Eightmile Creek (Rebecca Knight Drain) Rural Allen County, Indiana and Huntington County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1883 1999 Smith Bridge Company of Toledo, Ohio 7 7 119.8 36.52 120.7 36.79 15.4 4.69 https://historicbridges.org/truss/hamilton/little_hamiltonroadadd_4066_small.jpg https://historicbridges.org/truss/hamilton/little_hamiltonroadadd_4066.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/hamilton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.945940,-85.335620
1489 Hamilton Road Bridge A small and photogenic truss does a good job of conveying the quaint designs of the past. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 41.736944 -79.881944 Hamilton Road (TR-743) Muddy Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1997 Canton Bridge Company of Canton, Ohio 6 5 42 12.8 47 14.33 12.8 3.9 https://historicbridges.org/pennsylvania/hamilton/little_pict7153_small.jpg https://historicbridges.org/pennsylvania/hamilton/little_pict7153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hamilton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.736944,-79.881944
1490 Hammersmith Bridge This magnificent bridge is one of the most beautiful and ornately decorated bridges in the UK. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Dixon, Appleby and Thorne. The bridge was primarily designed by Joseph Bazalgette. 51.488170 -0.230410 Hammersmith Bridge Road (A306) River Thames London Greater London, England England United Kingdom Metal Pony Truss Stiffening Eyebar Chain Suspension Fixed 0 3 0 0 1887 1973 Dixon, Appleby and Thorne Joseph Bazalgette 10 10 400 121.92 700 213.36 27 8.23 https://historicbridges.org/unitedkingdom/hammersmith/little_hammersmithbridge_2156_7_8vib_small.jpg https://historicbridges.org/unitedkingdom/hammersmith/little_hammersmithbridge_2156_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hammersmith/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.488170,-0.230410
1492 Hanover Bridge This long span Pratt truss is a highly significant, rare example of a Morse Bridge Company built bridge. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 45.153310 -93.661890 Millpond Trail Crow River Hanover Hennepin County, Minnesota and Wright County, Minnesota Minnesota United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 Wood Stringer (Multi-Beam) Fixed 0 2 1885 0 Morse Bridge Company of Youngstown, Ohio 7 8 190 57.91 231 70.41 15.5 4.72 https://historicbridges.org/minnesota/hanover/little_hanover3182_small.jpg https://historicbridges.org/minnesota/hanover/little_hanover3182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/hanover/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.153310,-93.661890
1495 Happy Hollow Road Bridge 10 Mile Creek Bridge / Iowa Bridge Number 347800 An example of one of the smallest and rarest truss bridge types in the country. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal multiple-type-connected Kingpost pony truss, fixed. The bridge was primarily built by R. D. Wheaton Bridge Company of Chicago, Illinois. 43.337990 -91.888770 Happy Hollow Road 10 Mile Creek Rural Winneshiek County, Iowa Iowa United States Metal Kingpost Multiple-Type-Connected Pony Truss Fixed 2 1 0 0 1895 0 R. D. Wheaton Bridge Company of Chicago, Illinois 9 9 35 10.67 36 10.97 16 4.88 https://historicbridges.org/iowa/happyhollow/little_dscf6019_small.jpg https://historicbridges.org/iowa/happyhollow/little_dscf6019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/happyhollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.337990,-91.888770
1496 Harbin Drive Bridge Jefferson Avenue - Harbin Drive Bridge This bridge and the Jefferson Avenue Bridge are joined together to form the appearance of a single bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.042970 -83.214240 Harbin Drive Silver Creek Channel Rural Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 1930 Unknown Michigan State Highway Department 4 6 40 12.19 45 13.72 27 8.23 https://historicbridges.org/concrete/harbin/little_pict0907_small.jpg https://historicbridges.org/concrete/harbin/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/harbin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.042970,-83.214240
1497 Hardin City Bridge An extremely early, unusual, and intact example of a pre-1880 Whipple truss bridge with cast iron components. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Western Bridge Works of Fort Wayne, Indiana. 42.448720 -93.109460 Exhibit Exhibit Rural Hardin County, Iowa Iowa United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 0 0 1879 1989 Western Bridge Works of Fort Wayne, Indiana 8 9 140 42.67 140 42.67 16 4.88 https://historicbridges.org/iowa/steamboatrock/little_dscf6057_small.jpg https://historicbridges.org/iowa/steamboatrock/little_dscf6057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/steamboatrock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.448720,-93.109460
1498 Hares Hill Road Bridge Silver Bridge This beautiful bridge is one of the rarest and most unique historic structures in the country! The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. 40.141100 -75.567950 Hares Hill Road (PA-1045) French Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Bowstring Rivet-Connected Pony Truss Fixed 8 1 0 0 1869 0 Moseley Iron Bridge and Roof Company of Boston, Massachusetts 9 10 100 30.48 102 31.09 14.1 4.3 https://historicbridges.org/pennsylvania/hareshill/little_dscf1199_small.jpg https://historicbridges.org/pennsylvania/hareshill/little_dscf1199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hareshill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.141100,-75.567950
1499 Harrison Street Pedestrian Bridge One of two attractive overpass walkways in Grant Park. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. 41.874450 -87.622630 Grant Park Walkway Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Deck Girder Fixed 0 3 0 0 0 0 Unknown 6 3 0 0 0 0 0 0 https://historicbridges.org/illinois/harrisonped/little_p2170770_small.jpg https://historicbridges.org/illinois/harrisonped/little_p2170770.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harrisonped/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874450,-87.622630
1500 Harlem Avenue Bridges One of these near-twin bridges is the oldest example of its unusual kind among the Chicago bascule collection. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal rivet-connected Warren deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 41.800930 -87.801950 Harlem Avenue (IL-43) Chicago Sanitary and Ship Canal Lyons Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1931 1990 Unknown 7 7 224 68.28 456.4 139.11 56 17.07 https://historicbridges.org/illinois/harlem/little_pict9840_small.jpg https://historicbridges.org/illinois/harlem/little_pict9840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harlem/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800930,-87.801950
1501 Harlem Avenue Calumet Sag Channel Bridge One of several similar 1960s truss bridges on the Cal Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 298 ft (90.83 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.677530 -87.797070 Harlem Avenue (IL-43) Calumet Sag Channel Worth Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 4 1964 0 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 298 90.83 427 130.15 51.8 15.79 https://historicbridges.org/illinois/harlemcalsag/little_p1280273_small.jpg https://historicbridges.org/illinois/harlemcalsag/little_p1280273.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harlemcalsag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.677530,-87.797070
1503 Harpersfield Bridge Metal Truss Span This metal truss span discussing the historic metal truss span that replaced one of two covered bridge spans destroyed The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. 41.756520 -80.944140 Harpersfield Road Grand River Rural Ashtabula County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1913 1990 Riverside Bridge Company of Martins Ferry, Ohio 6 7 136.2 41.51 139 42.37 16 4.88 https://historicbridges.org/ohio/harpersfield/little_harpersfield0214_small.jpg https://historicbridges.org/ohio/harpersfield/little_harpersfield0214.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/harpersfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.756520,-80.944140
1504 Center Village Railroad Bridge This is a forgotton multi-span truss bridge partly buried in the woods. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.179260 -75.614480 Railroad (Abandoned Delaware and Hudson Railroad) Susquehanna River Center Village Broome County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 7 3 0 0 1908 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/newyork/harpursville/newyork1289_small.jpg https://historicbridges.org/newyork/harpursville/newyork1279.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/harpursville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.179260,-75.614480
1505 Harriman Railroad Bridge An altered approach system leads to an unaltered and impressive through truss main span. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 35.930140 -84.556570 Railroad (CSX) Emory River Harriman Roane County, Tennessee Tennessee United States Metal Parker Pin-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 1910 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/tennessee/emoryriverharriman/little_dsc_8852_small.jpg https://historicbridges.org/tennessee/emoryriverharriman/little_dsc_8852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/emoryriverharriman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.930140,-84.556570
1506 Harris City Bridge Decatur County Bridge 117 This bridge has been substantially altered, but still retains pre-1900 stone arch construction. The technical description of the main or most noteworthy span of the bridge is a 23.6 ft (7.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by George Bussell Company. 39.277450 -85.528830 CR-400 South Muddy Fork of Sand Creek Rural Decatur County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 2 0 0 1892 1992 George Bussell Company 5 2 23.6 7.19 50.5 15.39 25 7.62 https://historicbridges.org/indiana/cr400swest/little_cr400swest3477_small.jpg https://historicbridges.org/indiana/cr400swest/little_cr400swest3477.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr400swest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.277450,-85.528830
1508 Harrison Street Bridge This is one of the later examples of the pony/deck truss combination bridges. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.874444 -87.636111 Harrison Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1960 2006 Overland Construction Company of Chicago, Illinois City of Chicago 5 4 210 64.01 279 85.04 44 13.41 https://historicbridges.org/illinois/harrison/little_dscf3708_small.jpg https://historicbridges.org/illinois/harrison/little_dscf3708.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harrison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874444,-87.636111
1509 Harrison Street Bridge This is a nice looking curved t-beam overpass hidden right in downtown San Francisco. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 37.787470 -122.391250 Harrison Street Beale Street San Francisco San Francisco County, California California United States Concrete Curved T-Beam Fixed 0 3 0 0 1936 0 Unknown 3 5 83 25.3 181 55.17 66.6 20.3 https://historicbridges.org/california/harrison/little_day5_harrisonstreetbridge06230_small.jpg https://historicbridges.org/california/harrison/little_day5_harrisonstreetbridge06230.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/harrison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.787470,-122.391250
1511 Hartman Bridge New Hamburg Bridge This bridge is the centerpiece of New Hamburg, and has been beautifully restored! The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.378030 -80.713020 Huron Street Nith River Wilmot Township (New Hamburg) Waterloo Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1936 2006 Hamilton Bridge Company of Hamilton, Ontario 7 8 136.2 41.51 136.2 41.51 37.4 11.4 https://historicbridges.org/ontario/newhamburg/bkg_ontario40_small.jpg https://historicbridges.org/ontario/newhamburg/hartman06.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/newhamburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.378030,-80.713020
1512 Hartman Road Bridge This pony truss has an unusual bottom chord design. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 42.143250 -83.781380 Hartman Road (Abandoned Section) Saline River Rural Washtenaw County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/hartman/little_pict7643_small.jpg https://historicbridges.org/michigan/hartman/little_pict7643.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hartman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.143250,-83.781380
1513 Harvey Bridge 19 Road Bridge Seated on caissons, this is the only remaining truss bridge in the county, and should be preserved. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 44.438889 -85.641944 19 Road Manistee River Rural Wexford County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1906 0 Unknown 6 9 79.7 24.29 119.8 36.52 16 4.88 https://historicbridges.org/michigan/harvey/little_dscf4381_small.jpg https://historicbridges.org/michigan/harvey/little_dscf4381.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/harvey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.438889,-85.641944
1514 Harveys Bridge An uncommon example of a multi-span concrete through girder bridge. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 39.934550 -75.750150 Laurel Road West Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 3 0 0 1926 0 Unknown 6 6 39 11.89 136 41.45 16.4 5 https://historicbridges.org/pennsylvania/chester92harveys/little_harveysbridge92001_small.jpg https://historicbridges.org/pennsylvania/chester92harveys/little_harveysbridge92001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester92harveys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.934550,-75.750150
1515 ! Hastings Bridge One of only a few surviving unaltered heritage swing bridges on the Trent-Severn Waterway. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 44.309140 -77.956540 Bridge Street (CR-45) Trent River (Trent-Severn Waterway) Hastings Northumberland County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/hastingshwy45/little_p1580860_small.jpg https://historicbridges.org/ontario/hastingshwy45/little_p1580888.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hastingshwy45/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.309140,-77.956540
1520 Haupt Creek Bridge Stewarts Point - Skaggs Springs Road Bridge This extremely rare Phoenix column truss bridge is surrounded by redwood trees on this scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.661470 -123.321680 Stewarts Point - Skaggs Springs Road Haupt Creek Rural Sonoma County, California California United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 1937 Unknown 9 9 130 39.62 134 40.84 13 3.96 https://historicbridges.org/california/hauptcreekbridge/little_day5_hauptcreekbridge06292_small.jpg https://historicbridges.org/california/hauptcreekbridge/little_day5_hauptcreekbridge06292.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/hauptcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.661470,-123.321680
1521 Hawthorne Bridge The smallest of three bridges on this section of Sheridan Road that are noted for a decorative stone arch facing. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.132800 -87.749800 Sheridan Road Ravine Number 3 Glencoe Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1923 1979 Unknown 5 4 55 16.76 61 18.59 30 9.14 https://historicbridges.org/illinois/sheridansouth/little_sheridansouth1739_small.jpg https://historicbridges.org/illinois/sheridansouth/little_sheridansouth1739.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridansouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.132800,-87.749800
1524 Hayworth Creek Private Bridge A traditional truss bridge on private property and is noted for its riveted, built-up floorbeams. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible in the winter from the nearby public road. 43.048270 -84.668080 Private Access Hayworth Creek Rural Clinton County, Michigan Michigan United States This bridge is on private property. The bridge is visible in the winter from the nearby public road. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 7 56 17.07 56 17.07 0 0 https://historicbridges.org/michigan/hayworth/little_ahayworthcreek_small.jpg https://historicbridges.org/michigan/hayworth/little_ahayworthcreek.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hayworth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.048270,-84.668080
1525 Hayes Street Bridge A very early and unaltered example of a metal stringer designed by the Michigan State Highway Department. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Peninsular Construction Company of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.031000 -85.822110 Hayes Street Sand Creek Branch Rural Ottawa County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1923 0 Peninsular Construction Company of Grand Rapids, Michigan Michigan State Highway Department 2 3 31.8 9.69 33.8 10.3 35 10.67 https://historicbridges.org/michigan/marne/little_dscf8337_small.jpg https://historicbridges.org/michigan/marne/little_dscf8337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/marne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.031000,-85.822110
1529 Hazen Road Bridge This is a very short pony truss that has been abandoned, yet has preservation potential. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.663050 -80.536970 Hazen Road Venison Creek Rural Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/hazenroad/little_p1600155_6_7_tonemapped_small.jpg https://historicbridges.org/ontario/hazenroad/little_p1600155_6_7_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hazenroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.663050,-80.536970
1531 Healdsburg Memorial Bridge Redwood Highway Bridge This magnificent bridge is a centerpiece and gateway for Healdsburg and is being preserved for future generations to enjoy. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by J. C. Lewis. 38.604010 -122.860180 Healdsburg Avenue (Former Redwood Highway) Russian River Healdsburg Sonoma County, California California United States Metal Pennsylvania Pin-Connected Through Truss Fixed 10 2 0 0 1921 0 American Bridge Company of New York, New York J. C. Lewis 8 9 198 60.35 438 133.5 21 6.4 https://historicbridges.org/california/healdsburg/little_day5_healdsburg06413_small.jpg https://historicbridges.org/california/healdsburg/little_day5_healdsburg06413.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/healdsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.604010,-122.860180
1532 Healdsburg Railroad Bridge This interesting railroad bridge has two distinctly different span designs. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 38.605000 -122.860260 Railroad (Northwestern Pacific) Russian River Healdsburg Sonoma County, California California United States Metal Camelback Pin-Connected Through Truss Fixed 7 1 Metal Pratt Rivet-Connected Through Truss Fixed 4 0 1921 0 Unknown 6 7 181 55.17 375 114.3 0 0 https://historicbridges.org/california/healdsburgrr/little_day5_healdsburgrr06477_small.jpg https://historicbridges.org/california/healdsburgrr/little_day5_healdsburgrr06477.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/healdsburgrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.605000,-122.860260
1533 Hebron Town Hall Road Bridge One of a couple curved t-beams that survive with original railings in northern Michigan, this bridge has a 39 degree skew. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. 45.679080 -84.680810 Hebron Town Hall Road I-75 Rural Cheboygan County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Johnson-Greene Company Michigan State Highway Department 2 3 92 28.04 294 89.61 24 7.32 https://historicbridges.org/michigan/hebrontownhall/little_p1310453_small.jpg https://historicbridges.org/michigan/hebrontownhall/little_p1310453.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hebrontownhall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.679080,-84.680810
1534 Heffernan Street Bridge This bridge is a unique concrete arch foot bridge that is a designated heritage bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Galbraith and Cate. The bridge was primarily designed by Ernest E. Clawson. 43.548520 -80.247470 Heffernan Street (Pedestrian Walkway) Speed River and Railroad (Royal Recreation Rail-Trail) Guelph Wellington County, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 2 Concrete Slab Fixed 0 9 1914 1991 Galbraith and Cate Ernest E. Clawson 6 6 0 0 490 149.35 0 0 https://historicbridges.org/ontario/heffernanstreet/little_heffernanstreet1373_small.jpg https://historicbridges.org/ontario/heffernanstreet/little_heffernanstreet1373.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/heffernanstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.548520,-80.247470
1535 Hendricks Ford Bridge Hendrickson Ford Bridge This very old truss bridge is a rare example of a multi-span Whipple truss, and has several unusual details. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is abandoned. Approach from the east, since west of this bridge is U.S. military property. 39.339160 -85.987170 Hendricks Ford Road Driftwood River Rural Bartholomew County, Indiana Indiana United States This bridge is abandoned. Approach from the east, since west of this bridge is U.S. military property. Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 2 0 0 1880 0 King Bridge Company of Cleveland, Ohio 8 8 158 48.16 316 96.32 0 0 https://historicbridges.org/indiana/hendricksfordbridge/little_hendricksfordbridge2889_small.jpg https://historicbridges.org/indiana/hendricksfordbridge/little_hendricksfordbridge2889.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hendricksfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.339160,-85.987170
1538 Henszey's Wrought Iron Bridge Mosser's Bridge The last of its design in the country, among the oldest metal bridges in the country, and today a college centerpiece. The technical description of the main or most noteworthy span of the bridge is a 92.3 ft (28.13 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Continental Bridge Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Joseph G. Henszey. 40.304630 -76.933990 Pedestrian Walkway Dry Land Summerdale Cumberland County, Pennsylvania Pennsylvania United States Metal Bowstring Rivet-Connected Pony Truss Fixed 8 1 0 0 1869 2002 Continental Bridge Company of Philadelphia, Pennsylvania Joseph G. Henszey 9 9 92.3 28.13 92.3 28.13 18 5.49 https://historicbridges.org/pennsylvania/henszey/little_img_5581_small.jpg https://historicbridges.org/pennsylvania/henszey/little_img_5581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/henszey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.304630,-76.933990
1541 Herron Creek Railroad Bridge This tiny stone arch bridge is an uncommon structure type in the region. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.709550 -84.457650 Railroad (CSX) Herron Creek Rural Ingham County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/michigan/herroncreekrr/little_p1330074_small.jpg https://historicbridges.org/michigan/herroncreekrr/little_p1330074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/herroncreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.709550,-84.457650
1542 Herr's Island Railroad Bridge West Penn Railroad Bridge This bridge is part of a fairly popular walkway with great views of the city, and is noted for its vertical end posts. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.460290 -79.981530 Railroad (Rail-Trail) Allegheny River Back Channel Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 2 1903 0 Unknown 7 6 192 58.52 278 84.73 20 6.1 https://historicbridges.org/pennsylvania/herrsisland/little_dscf0280_small.jpg https://historicbridges.org/pennsylvania/herrsisland/little_dscf0280.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/herrsisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.460290,-79.981530
1543 Hertzlers Bridge An excellent example of an uncommon historic bridge type built by a prominent regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 40.221320 -77.258610 Creek Road (TR-427) Conodoguinet Creek Rural Cumberland County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1896 1960 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 8 8 216 65.84 218 66.45 14.8 4.51 https://historicbridges.org/pennsylvania/creekrd/little_dscf2409_small.jpg https://historicbridges.org/pennsylvania/creekrd/little_dscf2409.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/creekrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.221320,-77.258610
1544 Heshbon Bridge This standard plan bridge is a relatively small example of its type, but retains original railings. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Paul Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. 40.472640 -79.096160 PA-259 Black Lick Creek Heshbon (Rural) Indiana County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1941 0 Paul Construction Company Pennsylvania State Highway Department 5 5 153 46.63 158 48.16 26 7.92 https://historicbridges.org/pennsylvania/heshbon/bkg_swpenn0742_small.jpg https://historicbridges.org/pennsylvania/heshbon/swpenn071303.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/heshbon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472640,-79.096160
1547 Hibernia County Park Railroad Bridge This old concrete railroad bridge is now part of a trail. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 40.021590 -75.847440 Railroad (Rail-Trail) West Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 6 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/hibernia/little_wilmandnrthnhibernia009_small.jpg https://historicbridges.org/pennsylvania/hibernia/little_wilmandnrthnhibernia009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hibernia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021590,-75.847440
1551 Hickory Island Road Bridge An impressive pin connected Pratt through truss with large lattice railings. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.015140 -83.823980 Hickory Island Road Rifle River Rural Arenac County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 8 128 39.01 128 39.01 17.1 5.21 https://historicbridges.org/truss/hickoryisland/little_p1320288_small.jpg https://historicbridges.org/truss/hickoryisland/little_p1320288.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/hickoryisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.015140,-83.823980
1554 Higginsville Road Bridge South One of two completely different bridges sharing a same earthen pier forming a unique and beautiful arrangement. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.508920 -74.785700 Higginsville Road South Branch Raritan River Rural Hunterdon County, New Jersey and Somerset County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1893 2000 Wrought Iron Bridge Company of Canton, Ohio 7 7 102 31.09 105 32 15 4.57 https://historicbridges.org/newjersey/higginsville1/little_pict5702_small.jpg https://historicbridges.org/newjersey/higginsville1/little_pict5704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/higginsville1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.508920,-74.785700
1555 Higginsville Road Bridge North Sharing an earthen pier with another historic truss, this bridge was built by a rarely seen builder. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milliken Brothers of Brooklyn, New York. 40.509320 -74.785130 Higginsville Road South Branch Raritan River Rural Hunterdon County, New Jersey and Somerset County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1890 2000 Milliken Brothers of Brooklyn, New York 7 7 103 31.39 106 32.31 15 4.57 https://historicbridges.org/newjersey/higginsville2/little_pict5768_small.jpg https://historicbridges.org/newjersey/higginsville2/little_pict5768.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/higginsville2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.509320,-74.785130
1557 High Bridge This mammoth bridge designed by a famous engineer is part of an interesting bridge history at this site. The technical description of the main or most noteworthy span of the bridge is a 353 ft (107.59 m) metal continuous (straight chords) rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal. 37.817120 -84.720140 Railroad (Norfolk Southern, Cincinnati Southern) Kentucky River Rural Jessamine County, Kentucky and Mercer County, Kentucky Kentucky United States Metal Baltimore Rivet-Connected Deck Truss Fixed 12 Continuous (Straight Chords) 3 Metal Deck Girder Fixed 0 2 1911 0 American Bridge Company of New York, New York Gustav Lindenthal 9 10 353 107.59 1173 357.53 0 0 https://historicbridges.org/kentucky/high/little_045_small.jpg https://historicbridges.org/kentucky/high/little_045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/high/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.817120,-84.720140
1559 High Street Bridge Associated with Depression era relief programs, this is the more narrow of two nice looking historic bascule bridges in Alameda. The technical description of the main or most noteworthy span of the bridge is a 295 ft (89.92 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mac Donald and Kahn of Los Angeles, California. The bridge was primarily designed by County of Alameda Surveyors Office. 37.764560 -122.224900 High Street Oakland Estuary Alameda and Oakland Alameda County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Concrete T-Beam Fixed 0 6 1939 1996 Mac Donald and Kahn of Los Angeles, California County of Alameda Surveyors Office 7 7 295 89.92 505 153.92 24 7.32 https://historicbridges.org/california/alamedahigh/little_day4_alamedahighstreetbridge04427_small.jpg https://historicbridges.org/california/alamedahigh/little_day4_alamedahighstreetbridge04427.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alamedahigh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.764560,-122.224900
1561 High Street Bridge Open to non-motorized traffic, this bridge is the only pony lenticular truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 40.389700 -77.031960 High Street Little Juniata Creek Duncannon Perry County, Pennsylvania Pennsylvania United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 1890 1960 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 79 24.08 81 24.69 14.4 4.39 https://historicbridges.org/pennsylvania/duncannon/little_duncannonhighst022_small.jpg https://historicbridges.org/pennsylvania/duncannon/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/duncannon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389700,-77.031960
1562 ! High Street Railroad Overpass OH-48 Railroad Overpass The larger of two stone arch bridges in Covington. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.122390 -84.354850 Railroad (Abandoned Pennsylvania Railroad) High Street (OH-48) Covington Miami County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 110 33.53 115.2 35.11 0 0 https://historicbridges.org/ohio/covington1/little_pict2993_small.jpg https://historicbridges.org/ohio/covington1/little_pict2993.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/covington1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122390,-84.354850
1565 Highland Park Bridge Built with Depression-era federal relief funds, this is an unusual type of cantilver bridge with its multiple relatively short spans.. The technical description of the main or most noteworthy span of the bridge is a 278 ft (84.73 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.489030 -79.912130 PA-1005 Allegheny River, PA-8, Railroad (Norfolk Southern) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Cantilever 7 Metal Deck Girder Fixed 0 9 1940 1988 Bethlehem Steel Company of Bethlehem, Pennsylvania Allegheny County Department of Public Works 7 6 278 84.73 2423 738.53 56 17.07 https://historicbridges.org/pennsylvania/highlandpark/little_p1240058_small.jpg https://historicbridges.org/pennsylvania/highlandpark/little_p1240058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/highlandpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.489030,-79.912130
1566 Highland Street Bridge This is one of two nearby similar overpasses that are impressive t-beam structures with an unusual alteration. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 37.737560 -122.425200 Highland Street San Jose Avenue and Railroad San Francisco San Francisco County, California California United States Concrete T-Beam Fixed 0 3 0 0 1930 1973 Unknown 2 4 121 36.88 206 62.79 28 8.53 https://historicbridges.org/california/highland/little_day4_highlandavenue05359_small.jpg https://historicbridges.org/california/highland/little_day4_highlandavenue05359.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/highland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.737560,-122.425200
1567 Hill To Hill Bridge This concrete arch bridge also contains the only known example of a Hudson truss, and also is an amazingly complex bridge with several ramps. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal rivet-connected Hudson through truss, fixed. The bridge was primarily built by Rodgers and Hagerty of New York, New York. The bridge was primarily designed by Clarence W. Hudson. 40.614830 -75.384360 PA-378 Lehigh River, Railroads, Local Streets Bethlehem Lehigh County, Pennsylvania and Northampton County, Pennsylvania Pennsylvania United States Metal Hudson Rivet-Connected Through Truss Fixed 8 2 Concrete Closed Spandrel Deck Arch Fixed 0 10 1924 1990 Rodgers and Hagerty of New York, New York Clarence W. Hudson 9 9 171 52.12 1607 489.81 40 12.19 https://historicbridges.org/pennsylvania/hilltohill/little_dscf9527_small.jpg https://historicbridges.org/pennsylvania/hilltohill/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hilltohill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.614830,-75.384360
1568 Hillendale Road Bridge This is one of the younger examples of a highway plate girder in Chester County. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.830720 -75.721590 Hillendale Road (TR-337) West Branch Red Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1932 0 Unknown 2 2 60 18.29 65 19.81 17.4 5.3 https://historicbridges.org/pennsylvania/bridge320sinclairs/little_bridge320sinclairs011_small.jpg https://historicbridges.org/pennsylvania/bridge320sinclairs/little_bridge320sinclairs011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge320sinclairs/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.830720,-75.721590
1569 Hillside Avenue Bridge This closed bridge has been left untouched on an abandoned highway alignment. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.959070 -70.566470 Hillside Avenue (Old US-302) Crooked River Rural Cumberland County, Maine Maine United States Concrete T-Beam Fixed 0 2 0 0 1922 0 Unknown 3 4 50 15.24 109 33.22 20 6.1 https://historicbridges.org/maine/hillsideavenueold302/little_p1500073_small.jpg https://historicbridges.org/maine/hillsideavenueold302/little_p1500073.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/hillsideavenueold302/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.959070,-70.566470
1570 Hillside Lane Bridge This pony truss has an extremely lightweight design, and may be an early rivet-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.762960 -80.222590 Hillside Lane (TR-518) Roberts Run Rural Greene County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 1995 Unknown 6 6 50 15.24 52 15.85 14 4.27 https://historicbridges.org/pennsylvania/hillsidelane/little_hillsidelane1447_small.jpg https://historicbridges.org/pennsylvania/hillsidelane/little_hillsidelane1447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hillsidelane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.762960,-80.222590
1572 Hindsburg Road Bridge Bridge E-193 This bridge has had its approach spans removed and now sits abandoned with an uncertain future. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.253220 -78.105830 Hindsburg Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 9 1 Concrete Slab Fixed 0 2 1911 0 Unknown 7 6 151 46.02 193 58.83 14.8 4.51 https://historicbridges.org/newyork/hindsburg/little_hindsburghrd10_small.jpg https://historicbridges.org/newyork/hindsburg/little_img_4130.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hindsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.253220,-78.105830
1573 Hines Drive Ann Arbor Road Bridge Of the many surviving rigid frame bridges in this area, this is the most significant and the only one which retains original railings. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) concrete rigid-frame, fixed. The bridge was primarily built by J. H. Baker and Sons of Port Huron, Michigan. 42.366720 -83.408270 Hines Drive Ann Arbor Road (Old M-14) Livonia Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1948 0 J. H. Baker and Sons of Port Huron, Michigan 4 7 72.8 22.19 72.8 22.19 48 14.63 https://historicbridges.org/michigan/hinesannarbor/little_dscf5863_small.jpg https://historicbridges.org/michigan/hinesannarbor/little_dscf5863.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesannarbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.366720,-83.408270
1574 Hines Drive Middle River Rouge Bridge East One of three examples of a Wayne county cantilevered arch bridge on this stretch of Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.369900 -83.447400 Hines Drive Middle River Rouge Plymouth Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 Cantilever 1 0 0 1932 1977 Unknown 6 5 50 15.24 50 15.24 35 10.67 https://historicbridges.org/michigan/hinesarcheast/little_p1370818_small.jpg https://historicbridges.org/michigan/hinesarcheast/little_p1370818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesarcheast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.369900,-83.447400
1575 Hines Drive Middle River Rouge Bridge North One of the few remaining historic concrete bridges in Wayne County that retains even some of its original balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.384970 -83.465070 Hines Drive Middle River Rouge Plymouth Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 Cantilever 1 0 0 1932 1976 Unknown 7 7 50 15.24 52.5 16 35 10.67 https://historicbridges.org/michigan/hinesarchnorth/little_p1370871_small.jpg https://historicbridges.org/michigan/hinesarchnorth/little_p1370871.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesarchnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.384970,-83.465070
1576 Hines Drive Middle River Rouge Bridge West One of three examples of a Wayne county cantilevered arch bridge on this stretch of Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.369480 -83.453150 Hines Drive Middle River Rouge Plymouth Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 Cantilever 1 0 0 1932 1977 Unknown 6 5 50 15.24 50 15.24 35 10.67 https://historicbridges.org/michigan/hinesarchmiddle/little_p1370844_small.jpg https://historicbridges.org/michigan/hinesarchmiddle/little_p1370844.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesarchmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.369480,-83.453150
1577 Hines Drive Newburgh Lake Bridge A representative example of the strange Wayne County concrete cantilevered ribbed arch bridges. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 42.370210 -83.432770 Hines Drive Middle River Rouge (End of Newburgh Lake) Plymouth Wayne County, Michigan Michigan United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 Cantilever 1 0 0 1932 0 Unknown 6 5 50 15.24 99.7 30.39 35 10.67 https://historicbridges.org/michigan/hinesnewburghlake/little_dscf5911_small.jpg https://historicbridges.org/michigan/hinesnewburghlake/little_dscf5911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesnewburghlake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.370210,-83.432770
1578 Hodapp Bridge Ripley County Bridge 113 This concrete through girder stands out as unusual and significant for its uncommon features. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed to traffic. 39.190040 -85.435590 CR-800 North (Brownstown Road) Vernon Fork Muscatatuck River Rural Ripley County, Indiana Indiana United States This bridge is closed to traffic. Concrete Through Girder Fixed 0 3 0 0 1926 0 Unknown 6 7 32.2 9.81 99 30.18 16 4.88 https://historicbridges.org/indiana/cr800brownstownroadgirder/little_cr800brownstownroadgirder3852_small.jpg https://historicbridges.org/indiana/cr800brownstownroadgirder/little_cr800brownstownroadgirder3852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr800brownstownroadgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.190040,-85.435590
1579 ! Hodgens Bridge This bridge displays the unique design details of its builder, and is a historically significant structure. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.165640 -80.379620 Walker Hill Road Buffalo Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1889 0 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 100 30.48 103 31.39 12.8 3.9 https://historicbridges.org/pennsylvania/hodgens/little_dscf3840_small.jpg https://historicbridges.org/pennsylvania/hodgens/little_dscf3840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hodgens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.165640,-80.379620
1580 Hodgkins Road Bridge Although closed to traffic, this is an outstanding early 20th Century truss bridge surviving in this region with few alterations. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Approach this bridge from the north. Bridge is on a road no longer maintained. 43.091300 -79.434650 Hodgkins Road 20 Mile Creek Rural Niagara Region, Ontario Ontario Canada Approach this bridge from the north. Bridge is on a road no longer maintained. Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/hodgkins/little_p1400853_small.jpg https://historicbridges.org/ontario/hodgkins/little_p1400853.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hodgkins/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.091300,-79.434650
1582 Hogback Bend Bridge A long-abandoned truss bridge buried in the woods. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.906544 -84.286750 Railroad Avenue (Hogback Road) Toccoa River Rural Fannin County, Georgia Georgia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1915 1935 Unknown 7 7 125 38.1 160 48.77 11.8 3.6 https://historicbridges.org/georgia/hogbackbendbridge/little_dsc_4664_small.jpg https://historicbridges.org/georgia/hogbackbendbridge/little_dsc_4664.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/hogbackbendbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.906544,-84.286750
1583 Hogarth Street Bridge One of the few examples in the state of Interstate freeway pedestrian walkways that retain original railings. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.995240 -83.747780 Hogarth Avenue Walkway I-75 Flint Genesee County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1957 0 Unknown Michigan State Highway Department 2 3 85 25.91 169 51.51 0 0 https://historicbridges.org/michigan/hogarth/little_dscf2858_small.jpg https://historicbridges.org/michigan/hogarth/little_dscf2858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hogarth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.995240,-83.747780
1586 Holcomb Mills Railroad Bridge An accessible, attractive, complete railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.522420 -74.830940 Black River and Western Railroad South Branch Raritan River Holcomb Mills Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newjersey/holcombmills/little_pict5640_small.jpg https://historicbridges.org/newjersey/holcombmills/little_pict5630.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/holcombmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.522420,-74.830940
1588 Holley Bridge East Avenue Bridge, Bridge E-187 An excellent example of one of the unusual vertical lift bridges on the Erie canal. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York. 43.228330 -78.021660 East Avenue (Gulf Road) Erie Canal (New York State Barge Canal) Holley Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1911 1992 Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York 8 7 115.8 35.3 130 39.62 18.7 5.7 https://historicbridges.org/newyork/holley/little_liftbr036_small.jpg https://historicbridges.org/newyork/holley/little_liftbr036.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/holley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.228330,-78.021660
1589 Holt Line Bridge Duthil Bridge One of the most spectacular bridges in the county, both rare and beautiful! The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Sarnia Bridge Company of Sarnia, Ontario. The bridge was primarily designed by McCubbin, Brisco and Todgham of Chatham, Ontario. 42.691620 -82.402770 Holt Line North Branch Sydenham River St. Clair Township Lambton County, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1951 2021 Sarnia Bridge Company of Sarnia, Ontario McCubbin, Brisco and Todgham of Chatham, Ontario 6 9 180 54.86 185 56.39 0 0 https://historicbridges.org/truss/holt/little_holtlineadd_brg_6929_30_31vib_small.jpg https://historicbridges.org/truss/holt/little_holtlineadd_brg_6908_09_10vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/holt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.691620,-82.402770
1591 Holt Road Doan Creek Bridge This bridge is a small but early and unaltered example of its type. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Taber Company. The bridge was primarily designed by Michigan State Highway Department. 42.644640 -84.251960 Holt Road Doan Creek Rural Ingham County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1958 0 Taber Company Michigan State Highway Department 1 2 46 14.02 46 14.02 24 7.32 https://historicbridges.org/michigan/holt_doan/little_p1470218_small.jpg https://historicbridges.org/michigan/holt_doan/little_p1470218.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/holt_doan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.644640,-84.251960
1592 Homestead High Level Bridge Homestead Grays Bridge This bridge is an extremely rare example of a bridge with a Wichert truss detail. The technical description of the main or most noteworthy span of the bridge is a 534 ft (162.76 m) metal continuous rivet-connected Wichert deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by George S. Richardson of Pittsburgh, Pennsylvania. 40.410750 -79.918500 Browns Hill Road Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Wichert Rivet-Connected Deck Truss Fixed 22 Continuous 4 0 13 1936 2006 American Bridge Company of New York, New York George S. Richardson of Pittsburgh, Pennsylvania 8 8 534 162.76 3109 947.62 40 12.19 https://historicbridges.org/pennsylvania/homesteadhighlevel/little_p1230679_small.jpg https://historicbridges.org/pennsylvania/homesteadhighlevel/little_p1230679.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/homesteadhighlevel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.410750,-79.918500
1593 Honker Cut Bridge This beautiful swing bridge is the only crossing of Honker Cut. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 38.059340 -121.459360 8 Mile Road (Empire Tract Road) Honker Cut (White Slough) Rural San Joaquin County, California California United States Metal Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Concrete Slab Fixed 0 16 1936 1975 Unknown 7 6 204 62.18 480 146.3 20 6.1 https://historicbridges.org/california/8mileroadbridge/little_day2_8mileroadbridge00543_small.jpg https://historicbridges.org/california/8mileroadbridge/little_day2_8mileroadbridge00543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/8mileroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.059340,-121.459360
1594 Hononegah Forest Preserve Bridge In excellent condition, this is a rare example of a Marsh type rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Ferguson Construction Company of Rockford, Illinois. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 42.439670 -89.042640 Hononegah Forest Preserve Road Dry Run Creek Rural Winnebago County, Illinois Illinois United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1925 0 Ferguson Construction Company of Rockford, Illinois Marsh Engineering Company of Des Moines, Iowa 7 8 75 22.86 80 24.38 19 5.79 https://historicbridges.org/illinois/hononegahforestpreserve/little_hononegahforestpreserve0025_small.jpg https://historicbridges.org/illinois/hononegahforestpreserve/little_hononegahforestpreserve0025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hononegahforestpreserve/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.439670,-89.042640
1596 Hoover Road Bridge Sturgeon Road Bridge A fairly long example of a pony truss, this bridge was relocated from Baraga County to serve as a snowmobile trail bridge here. The technical description of the main or most noteworthy span of the bridge is a 3 ft (0.91 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 46.759310 -88.740030 Hoover Road West Branch Sturgeon River Rural Houghton County, Michigan Michigan United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1910 0 Unknown 6 6 3 0.91 93 28.35 16 4.88 https://historicbridges.org/michigan/sturgeonriver/little_100_0847_small.jpg https://historicbridges.org/michigan/sturgeonriver/little_100_0847.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sturgeonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.759310,-88.740030
1597 ! Hope Mills Bridge Old Mercer Road Bridge A semi-massive member bridge tucked away in a scenic wooded environment. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.189340 -80.228430 Old Mercer Road (TR-401) Neshannock Creek Rural Mercer County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1922 0 Unknown 6 6 102 31.09 104 31.7 17 5.18 https://historicbridges.org/pennsylvania/oldmercer/little_pict7849_small.jpg https://historicbridges.org/pennsylvania/oldmercer/little_pict7849.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldmercer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.189340,-80.228430
1598 Hopewell Indian Mounds Railroad Bridge Lakeshore and Michigan Southern Railroad Bridge A very long, old, and unusual railroad swing bridge. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 42.937710 -85.722800 Railroad (Kent Trails Rail-Trail) Grand River Walker and Wyoming Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 8 1 Metal Pratt Pin-Connected Through Truss Fixed 6 7 1894 0 Unknown 8 8 138 42.06 550 167.64 12 3.66 https://historicbridges.org/truss/hopewell/little_p1340275_small.jpg https://historicbridges.org/truss/hopewell/little_p1340275.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/hopewell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.937710,-85.722800
1599 Horner Bridge Tedrow Road Bridge A stone arch bridge adds character to a pristine rural setting. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) stone Segmental deck arch, fixed. The bridge was primarily built by F. Bicchieri and Brothers. 40.083800 -78.986290 Tedrow Road (TR-626) Beaver Dam Creek Rural Somerset County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1907 0 F. Bicchieri and Brothers 6 6 34 10.36 34 10.36 12 3.66 https://historicbridges.org/pennsylvania/tedrow/bkg_swpenn1353_small.jpg https://historicbridges.org/pennsylvania/tedrow/swpenn073239.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tedrow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.083800,-78.986290
1600 Horse Island Drive Bridge This small bridge is among the most visually pleasing bridges in the state, with a steep deck camber that follows the arch itself. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.086810 -83.186190 Horse Island Drive Horse Island Bayou Gibraltar Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Unknown 6 6 40 12.19 46 14.02 19.7 6 https://historicbridges.org/michigan/horseisland/little_dscf8039_small.jpg https://historicbridges.org/michigan/horseisland/little_dscf8038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/horseisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.086810,-83.186190
1601 ! Horton Road Bridge This beautiful historic bridge is a fine example of its builder and deserves to be rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.888130 -80.603210 Horton Road Bridge Conneaut Creek Rural Ashtabula County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1899 0 King Bridge Company of Cleveland, Ohio 7 7 122 37.19 129 39.32 15 4.57 https://historicbridges.org/ohio/horton/little_hortonroadadd0071_small.jpg https://historicbridges.org/ohio/horton/little_hortonroadadd0071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/horton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888130,-80.603210
1603 Hot Metal Bridge Monongahela Connecting Railroad Bridge This former railroad bridge was rehabilitated and converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 321 ft (97.84 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.428630 -79.960360 Eliza Furnace Trail Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 6 0 0 1900 2007 Unknown 7 6 321 97.84 0 0 0 0 https://historicbridges.org/pennsylvania/hotmetal/little_p1230627_small.jpg https://historicbridges.org/pennsylvania/hotmetal/little_p1230627.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hotmetal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428630,-79.960360
1604 Hot Metal Street Bridge Monongahela Connecting Railroad Bridge This former railroad bridge was rehabilitated and converted for vehicular use. The technical description of the main or most noteworthy span of the bridge is a 321 ft (97.84 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.428430 -79.960290 Hot Metal Street (Gateway Boulevard) Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 5 Metal Deck Girder Fixed 0 2 1904 2000 Unknown 7 6 321 97.84 1117.2 340.52 24 7.32 https://historicbridges.org/pennsylvania/hotmetalstreet/little_img_5205_small.jpg https://historicbridges.org/pennsylvania/hotmetalstreet/little_img_5205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hotmetalstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428430,-79.960290
1606 Houghton Hancock Bridge Portage Lake Lift Bridge The record-setting double-deck vertical lift is the only one of its kind in Michigan and is an icon for the region. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 47.123640 -88.574090 US-41 (M-26) and Rail-Trail Portage Lake (Keweenaw Waterway) Houghton and Hancock Houghton County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 10 1 Metal Warren Rivet-Connected Through Truss Fixed 6 10 1959 0 American Bridge Company of New York, New York Hazelet and Erdal of Chicago, Illinois 7 8 269 81.99 1310 399.29 53.8 16.4 https://historicbridges.org/michigan/houghtonhancock/little_houghtonhancockliftbridge_3953_small.jpg https://historicbridges.org/michigan/houghtonhancock/little_houghtonhancockliftbridge_3953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/houghtonhancock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.123640,-88.574090
1607 Housefelt Bridge Musselman Avenue Bridge An altered example of an uncommon small truss configuration. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 40.002100 -79.074490 Musselman Avenue (Slickerman Road, TR-494) Coxes Creek Somerset Somerset County, Pennsylvania Pennsylvania United States Metal Queenpost Rivet-Connected Pony Truss Fixed 3 1 0 0 1910 1949 Unknown 4 6 40 12.19 43 13.11 9.8 2.99 https://historicbridges.org/pennsylvania/musselman/bkg_swpenn1191_small.jpg https://historicbridges.org/pennsylvania/musselman/swpenn072648.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/musselman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002100,-79.074490
1608 Howard Road Bridge A WPA program bridge and an uncommon Ohio example of a county highway rigid frame bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 41.638800 -83.273190 Howard Road (CR-209) Ward Canal (Number 1458) Rural Lucas County, Ohio Ohio United States Concrete Rigid-Frame Fixed 0 1 0 0 1940 0 Unknown 4 5 47 14.33 49 14.94 35.2 10.73 https://historicbridges.org/ohio/howard/little_p1140547_small.jpg https://historicbridges.org/ohio/howard/little_p1140547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/howard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.638800,-83.273190
1609 Howell Road Bridge This is one of several small steel stringer bridges in this county that feature an unusual metal railing, however this one has a slightly different detail.. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Fitch-Eva Company. 42.601040 -84.268020 Howell Road Doan Creek Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1947 0 Fitch-Eva Company 1 2 30.8 9.39 34.8 10.61 26 7.92 https://historicbridges.org/michigan/howell/little_p1470306_small.jpg https://historicbridges.org/michigan/howell/little_p1470306.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/howell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.601040,-84.268020
1611 Huddle Road Bridge This concrete girder retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.777680 -85.123540 Huddle Road Tupper Creek Rural (Near Lake Odessa) Ionia County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1923 0 Unknown Michigan State Highway Department 5 6 32.8 10 34.8 10.61 22 6.71 https://historicbridges.org/michigan/huddle/dscf7123_small.jpg https://historicbridges.org/michigan/huddle/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.777680,-85.123540
1612 Hudson Bridge This rare pin-connected through truss is a former railway bridge that carries highway traffic today. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.330820 -76.167440 Machar Street Gananoque River Gananoque Leeds and Grenville United Counties, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 8 125 38.1 125 38.1 0 0 https://historicbridges.org/ontario/macharstreet/little_macharstreet3517_small.jpg https://historicbridges.org/ontario/macharstreet/little_macharstreet3517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macharstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.330820,-76.167440
1613 Hudson Braceville Road Bridge A large span example of an Ohio concrete camelback in good condition. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ohio State Highway Department. 41.234990 -81.024220 OH-303 (Hudson Braceville Road) South Fork Eagle Creek Rural Portage County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown Ohio State Highway Department 7 7 60 18.29 62 18.9 23 7.01 https://historicbridges.org/ohio/sr303/little_img_9516_small.jpg https://historicbridges.org/ohio/sr303/little_img_9516.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sr303/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.234990,-81.024220
1614 Hudson Railroad Bridge This is one of the oldest, largest, and most impressive stone arch bridges in Michigan! The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.855420 -84.351400 Railroad (Abandoned Lakeshore and Michigan Southern) Bean Creek Hudson Lenawee County, Michigan Michigan United States Stone Segmental Deck Arch Fixed 0 1 0 0 1871 0 Unknown 6 7 65 19.81 75 22.86 42 12.8 https://historicbridges.org/michigan/hudson/little_pict7867_small.jpg https://historicbridges.org/michigan/hudson/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hudson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.855420,-84.351400
1615 Hulberton Bridge Bridge E-191 One of the longer spanning examples among the unique collection of Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 121.7 ft (37.09 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. 43.254160 -78.066110 Hulberton Road Erie Canal (New York State Barge Canal) Hulberton Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1913 0 Skene and Richmond of Louisa, Kentucky 8 7 121.7 37.09 144.7 44.1 18.4 5.61 https://historicbridges.org/newyork/hulberton/little_img_4150_small.jpg https://historicbridges.org/newyork/hulberton/little_img_4150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hulberton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.254160,-78.066110
1619 Hunter Street Bridge Asburnham Bridge This is a landmark heritage bridge with significance for its aesthetic details and use of unreinforced concrete. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Russell-Townsend Company. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 44.305970 -78.314660 Hunter Street Otonabee River Peterborough Peterborough County, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 10 1921 2012 Russell-Townsend Company Frank Barber of Toronto, Ontario 8 8 234 71.32 900 274.32 33.3 10.15 https://historicbridges.org/ontario/peterboroughhunterstreet/little_p1590431fix_small.jpg https://historicbridges.org/ontario/peterboroughhunterstreet/little_p1590431fix.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughhunterstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.305970,-78.314660
1621 Huntress Bridge This bridge is just off the main road and easy to visit. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.792280 -70.992430 Huntress Bridge Road Ossipee River Rural Carroll County, New Hampshire New Hampshire United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1936 1994 Unknown 5 6 136.2 41.51 140 42.67 18 5.49 https://historicbridges.org/newhampshire/huntressbridge/little_p1520488_small.jpg https://historicbridges.org/newhampshire/huntressbridge/little_p1520488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/huntressbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.792280,-70.992430
1622 Hurd Road Bridge One of several remaining curved t-beams on this section of freeway that are the oldest of their kind in the state. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by W. H. Harvie. The bridge was primarily designed by Michigan State Highway Department. 41.946530 -83.363140 Hurd Road I-75 Rural Monroe County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1954 0 W. H. Harvie Michigan State Highway Department 3 3 74.2 22.62 252 76.81 26 7.92 https://historicbridges.org/michigan/75hurd/little_p1120028_small.jpg https://historicbridges.org/michigan/75hurd/little_p1120028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/75hurd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.946530,-83.363140
1623 Hurds Island East Channel Railroad Bridge One of two impressive arch bridges that carry this railroad line through Hurds Island. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.751350 -88.322120 Railroad (BNSF) Fox River (East Channel) Aurora Kane County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 0 1920 0 Unknown 6 6 65 19.81 225 68.58 0 0 https://historicbridges.org/illinois/hurdsislandnorth/little_p1450273_small.jpg https://historicbridges.org/illinois/hurdsislandnorth/little_p1450273.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hurdsislandnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.751350,-88.322120
1624 Hurds Island West Channel Railroad Bridge The larger of two impressive arch bridges that carry this railroad line through Hurds Island. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.749320 -88.326450 Railroad (BNSF) Fox River (West Channel) Aurora Kane County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1920 0 Unknown 6 7 65 19.81 325 99.06 0 0 https://historicbridges.org/illinois/hurdsislandsouth/little_p1450322_small.jpg https://historicbridges.org/illinois/hurdsislandsouth/little_p1450322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hurdsislandsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.749320,-88.326450
1626 Hurley Railroad Overpass This is a fairly large plate girder span that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 46.449920 -90.179080 Railroad (Abandoned C and NW) Silver Street (WI-77) Hurley Iron County, Wisconsin Wisconsin United States Metal Through Girder Fixed 0 1 0 0 1914 0 American Bridge Company of New York, New York 1 2 76 23.16 79 24.08 0 0 https://historicbridges.org/wisconsin/hurley/bkg_img_0159-144_small.jpg https://historicbridges.org/wisconsin/hurley/IMG_0159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/hurley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.449920,-90.179080
1627 Hurley Railroad Overpass West An important structure, since this is one of the few remaining metal truss bridges in northern Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 46.448020 -90.203500 Railroad (Abandoned Soo Line) Railroad (Abandoned Chicago and Northwestern) Near Hurley Iron County, Wisconsin Wisconsin United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 1896 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 6 7 122 37.19 122 37.19 0 0 https://historicbridges.org/wisconsin/hurleyoverpass/main_small.jpg https://historicbridges.org/wisconsin/hurleyoverpass/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/hurleyoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.448020,-90.203500
1628 Huron City Bridge A traditional example of a MSHD standard stringer bridge from the late 20s and early 30s. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 44.029400 -82.836220 Pioneer Drive (Lighthouse Road) Willow Creek Huron City Huron County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown Michigan State Highway Department 2 3 35.8 10.91 82 24.99 30 9.14 https://historicbridges.org/michigan/huroncity/little_day1huroncity11698_small.jpg https://historicbridges.org/michigan/huroncity/little_day1huroncity11698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huroncity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.029400,-82.836220
1630 Hurr Road Bridge This is the only highway through plate girder bridge in Morrow County. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.502950 -82.944420 Hurr Road (TR-141) Shaw Creek Rural Morrow County, Ohio Ohio United States Metal Through Girder Fixed 0 1 0 0 1922 1999 Unknown 4 4 63 19.2 65 19.81 19 5.79 https://historicbridges.org/ohio/hurr5931398/little_hurr5931398_1032_small.jpg https://historicbridges.org/ohio/hurr5931398/little_hurr5931398_1032.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hurr5931398/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.502950,-82.944420
1631 Hurshtown Bridge Van Zile Road Bridge, Allen County Bridge 32 Unique and striking portal bracing on this ancient Whipple truss make this a magnificent bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 41.246370 -84.972980 Van Zile Road St. Joseph River Hursh (Rural) Allen County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 14 1 0 0 1883 1999 Massillon Bridge Company of Massillon, Ohio 8 8 175 53.34 176.8 53.89 15.7 4.79 https://historicbridges.org/truss/vanzile/little_pict5724_small.jpg https://historicbridges.org/truss/vanzile/little_addvanzileroad_7455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/vanzile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.246370,-84.972980
1632 ! I Street Bridge This is a rare example of a double deck swing bridge, as it carries highway on top and railroad below. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Baltimore through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John D. Isaacs. 38.586290 -121.506420 I Street and Railroad (Southern Pacific) Sacramento River Sacramento and West Sacramento Sacramento County, California and Yolo County, California California United States Metal Baltimore Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 Metal Baltimore Rivet-Connected Deck Truss Fixed 0 3 1911 1959 American Bridge Company of New York, New York John D. Isaacs 7 8 195 59.44 854 260.3 18 5.49 https://historicbridges.org/california/istreetbridge/little_day3_istreetbridge03202_small.jpg https://historicbridges.org/california/istreetbridge/little_day3_istreetbridge03202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/istreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.586290,-121.506420
1634 Steel Bridge I-94 Little Calumet River Bridges This pair of one-way bridges appear to be of modern construction. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal non-historic, fixed. The bridge was primarily built by Unknown. 41.641170 -87.578540 I-94 (Bishop Ford Freeway) Little Calumet River Calumet City Cook County, Illinois Illinois United States Metal Non-Historic Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 6 1993 0 Unknown 0 0 420 128.02 795 242.32 52.5 16 https://historicbridges.org/illinois/i94littlecalumet/little_p1260537_small.jpg https://historicbridges.org/illinois/i94littlecalumet/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/i94littlecalumet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.641170,-87.578540
1636 I-75 River Raisin Bridge This relatively long plate girder bridge is significant as a large bridge on an early freeway. The technical description of the main or most noteworthy span of the bridge is a 157.8 ft (48.1 m) metal deck girder, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 41.903780 -83.370440 I-75 River Raisin Monroe Monroe County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 Metal Stringer (Multi-Beam) Fixed 0 8 1955 2005 Walter Toebe Company Michigan State Highway Department 2 5 157.8 48.1 930.2 283.52 109 33.22 https://historicbridges.org/michigan/i75raisin/little_p1120131_small.jpg https://historicbridges.org/michigan/i75raisin/little_p1120131.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i75raisin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.903780,-83.370440
1639 Ideal Park Bridge This bridge is noted for its ornate concrete details, which remain unaltered on this attractive park bridge. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.857400 -85.672600 Park Trail Buck Creek Wyoming Kent County, Michigan Michigan United States Corrugated Multi-Plate Closed Spandrel Deck Arch Fixed 0 2 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/michigan/idealpark/little_idealpark2_small.jpg https://historicbridges.org/michigan/idealpark/little_idealpark2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/idealpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.857400,-85.672600
1641 Illinois and Michigan Canal Bridge 1 This attractive truss bridge, now converted for pedestrian use, appears to have been originally built to access canal related facilities. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 41.395580 -88.333100 Canal Walkway Illinois and Michigan Canal Rural Grundy County, Illinois Illinois United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/imcanalpony/little_dscf4403_small.jpg https://historicbridges.org/illinois/imcanalpony/little_dscf4403.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/imcanalpony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.395580,-88.333100
1642 Illinois and Michigan Canal Bridge 2 This truss bridge is unusual because of its lightweight members and vertical end posts. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 41.352680 -88.455770 Canal Walkway Illinois and Michigan Canal Rural Grundy County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/illinois/imcanalpony2/little_dscf4430_small.jpg https://historicbridges.org/illinois/imcanalpony2/little_dscf4430.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/imcanalpony2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.352680,-88.455770
1643 IN-1 Bridge This noteworthy two span state standard truss bridge displays attractive arched bracing. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Gradle Brothers of Indianapolis, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.281100 -85.148380 IN-1 (CR-900 West) Mississinewa River Rural Randolph County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 7 2 Metal Stringer (Multi-Beam) Fixed 0 0 1941 2008 Gradle Brothers of Indianapolis, Indiana Indiana State Highway Commission 6 7 150 45.72 411 125.27 28 8.53 https://historicbridges.org/indiana/in1/little_in12205_small.jpg https://historicbridges.org/indiana/in1/little_in12205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.281100,-85.148380
1644 IN-26 Bridge This bridge is an increasingly uncommon example of a standard plan truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Yost Brothers of Decatur, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.432550 -84.963380 IN-26 Salamonie River Portland Jay County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1941 1979 Yost Brothers of Decatur, Indiana Indiana State Highway Commission 6 6 150 45.72 155 47.24 28 8.53 https://historicbridges.org/indiana/in26bridge/little_in26bridge2097_small.jpg https://historicbridges.org/indiana/in26bridge/little_in26bridge2097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in26bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.432550,-84.963380
1646 I-96 Grand River Bridge This pair of identical bridges are good examples of cantilever deck plate girder bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.860820 -84.917530 I-96 Grand River and Market Street Near Portland Ionia County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 Continuous 4 0 0 1959 0 Unknown Michigan State Highway Department 3 4 130 39.62 414 126.19 35.4 10.79 https://historicbridges.org/michigan/i96portland/little_mar22_20220320_171506_small.jpg https://historicbridges.org/michigan/i96portland/little_mar22_20220320_171506.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i96portland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.860820,-84.917530
1647 I-94 Kalamazoo River Bridge This is the curved t-beam that is visible from Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.289530 -85.114090 I-94 Kalamazoo River Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Unknown Michigan State Highway Department 1 1 77.8 23.71 275 83.82 34.8 10.61 https://historicbridges.org/concrete/i94kal/bcphotos002_small.jpg https://historicbridges.org/concrete/i94kal/bcphotos001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/i94kal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.289530,-85.114090
1651 IN-403 Silver Creek Bridge An example not only of the largest state standard truss plan, but also of the beautiful arched portal design that is today rare among standard plan bridges in Indiana The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by A. G. Ryan and Sons of Evansville, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 38.414720 -85.738890 IN-403 Silver Creek Rural Clark County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 11 1 0 0 1940 1976 A. G. Ryan and Sons of Evansville, Indiana Indiana State Highway Commission 6 6 200 60.96 202 61.57 25.6 7.8 https://historicbridges.org/indiana/403silvercreek/little_dscf6041_small.jpg https://historicbridges.org/indiana/403silvercreek/little_dscf6041.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/403silvercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.414720,-85.738890
1652 Independence Boulevard Bridge This beautiful railroad overpass crosses one of the historic boulevards of Chicago. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 41.868590 -87.719910 Railroad (Baltimore and Ohio) Independence Boulevard Chicago Cook County, Illinois Illinois United States Metal Deck Girder Fixed 0 9 0 0 1912 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/independence/little_p1240811_2_3_enhanced_small.jpg https://historicbridges.org/illinois/independence/little_p1240811_2_3_enhanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/independence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.868590,-87.719910
1653 McGregor Creek Railway Bridge This railroad through truss has that classic overbuilt appearance that makes railroad bridges unique. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.408090 -82.165160 Railroad (Canadian National) McGregor Creek Chatham Chatham-Kent Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 125 38.1 130 39.62 25 7.62 https://historicbridges.org/truss/chathamrr2/little_img_0275_small.jpg https://historicbridges.org/truss/chathamrr2/little_img_0275.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/chathamrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.408090,-82.165160
1654 Maple Leaf Cemetery Bridge North This is one of two attractive concrete arch heritage bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.399650 -82.153430 Cemetery Drive McGregor Creek Chatham Chatham-Kent Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1935 0 Unknown 4 6 83 25.3 83 25.3 9.8 2.99 https://historicbridges.org/ontario/cemetery1/bkg_07photos180_small.jpg https://historicbridges.org/ontario/cemetery1/07photos521.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cemetery1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.399650,-82.153430
1655 Maple Leaf Cemetery Bridge South This is the more intricate of two attractive concrete arch bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.397790 -82.153170 Cemetery Drive McGregor Creek Chatham Chatham-Kent Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1935 0 Unknown 4 6 84 25.6 120 36.58 12.3 3.75 https://historicbridges.org/ontario/cemetery2/bkg_07photos192_small.jpg https://historicbridges.org/ontario/cemetery2/07photos535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cemetery2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.397790,-82.153170
1656 Indian Hill Station Bridge Winnetka Avenue Bridge This unique and beautiful overpass has Indian head sculptures on its abutments. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rigid-frame, fixed. The bridge was primarily built by Suburban Paving and Improvement Company of Chicago, Illinois. 42.093610 -87.722930 Railroad (Metra Union Pacific North Line and Green Bay Trail) Winnetka Avenue Winnetka Cook County, Illinois Illinois United States Metal Rigid-Frame Fixed 0 1 0 0 1940 0 Suburban Paving and Improvement Company of Chicago, Illinois 6 7 70 21.34 73.2 22.31 0 0 https://historicbridges.org/illinois/indianhills/little_p1440610_small.jpg https://historicbridges.org/illinois/indianhills/little_p1440610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/indianhills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.093610,-87.722930
1657 Indian Mill Creek Railroad Bridge A typical example of a deck plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.016110 -85.733730 Railroad (Coopersville and Marne Railway) Indian Mill Creek Walker Kent County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/indianmillcreek/little_rpict048_small.jpg https://historicbridges.org/michigan/indianmillcreek/little_rpict048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/indianmillcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.016110,-85.733730
1658 Indian Mill Park Bridge One of the smallest truss bridges ever seen, this bridge has the unusual connections associated with its builder. The technical description of the main or most noteworthy span of the bridge is a 16 ft (4.88 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.862610 -83.253180 Park Drive Local Drain Rural Wyandot County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 1891 0 Wrought Iron Bridge Company of Canton, Ohio 6 7 16 4.88 16 4.88 0 0 https://historicbridges.org/ohio/indianmillpark/little_img_3536_small.jpg https://historicbridges.org/ohio/indianmillpark/little_img_3536.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/indianmillpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.862610,-83.253180
1659 Indian Mill Bridge This is one of several remaining unusual and ornate Ohio bridges that were built in the 1910s yet look like 1880s bridges. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Modern Construction Company of Fremont, Ohio. 40.863270 -83.253700 CR-47 Sandusky River Rural Wyandot County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1913 0 Modern Construction Company of Fremont, Ohio 7 7 172 52.43 178.2 54.32 17 5.18 https://historicbridges.org/ohio/indianmill/little_img_1599_small.jpg https://historicbridges.org/ohio/indianmill/little_img_1599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/indianmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.863270,-83.253700
1661 Indian River Railroad Bridge This simple plate girder is a remnant of a railroad line which once ran through the area. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 45.413160 -84.611210 Railroad (Gaylord to Mackinaw City Rail-Trail) Indian River Indian River Cheboygan County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/michigan/indianriverrr/little_p1310781_2_3_tonemapped_small.jpg https://historicbridges.org/michigan/indianriverrr/little_p1310781_2_3_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/indianriverrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.413160,-84.611210
1662 Indian River Railroad Bridge This abandoned bridge is a fairly long single span plate girder. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 44.264720 -78.166740 Railroad (Abandoned) Indian River Rural Peterborough County, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/baselinerr/little_p1580998_small.jpg https://historicbridges.org/ontario/baselinerr/little_p1580998.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baselinerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.264720,-78.166740
1664 Indiana Avenue Bridge Fort Wayne Street Bridge, Elkhart County Bridge 403 This truss is beautifully decorated and is a perfect example of what makes truss bridges so special. The technical description of the main or most noteworthy span of the bridge is a 179.8 ft (54.8 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. 41.593320 -85.848560 Indiana Avenue Elkhart River Goshen Elkhart County, Indiana Indiana United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1898 2011 Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio 8 9 179.8 54.8 183.7 55.99 23 7.01 https://historicbridges.org/truss/goshen/little_goshenindianaavenue666_small.jpg https://historicbridges.org/truss/goshen/little_goshenindianaavenue666.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/goshen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.593320,-85.848560
1665 Indiana Avenue Bridge This is one of a couple modern truss bridges on the Little Calumet River. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal non-historic, fixed. The bridge was primarily built by Unknown. 41.650470 -87.617340 Indiana Avenue Little Calumet River Chicago Cook County, Illinois Illinois United States Metal Non-Historic Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1977 0 Unknown 0 0 264 80.47 334 101.8 48 14.63 https://historicbridges.org/illinois/indianaavenue/little_p1260001_small.jpg https://historicbridges.org/illinois/indianaavenue/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/indianaavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.650470,-87.617340
1668 Indiana Harbor Canal Baltimore and Ohio Chicago Terminal Railroad Bridge This is the only example of a standard Strauss trunnion bascule with overhead counterweight in the Chicagoland area. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.660170 -87.452040 Railroad (Abandoned Baltimore and Ohio Chicago Terminal) Indiana Harbor and Ship Canal (East Chicago Canal) East Chicago Lake County, Indiana Indiana United States Metal Through Girder Movable: Single Leaf Bascule Strauss Trunnion 0 1 0 0 1914 0 American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 90 27.43 0 0 0 0 https://historicbridges.org/indiana/indianaharborbo/main_small.jpg https://historicbridges.org/indiana/indianaharborbo/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharborbo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660170,-87.452040
1669 Indiana Harbor Canal Elgin, Joliet, and Eastern Railroad Bridge Bridge 728 This rolling lift bascule bridge is a very early surviving example of its type. The technical description of the main or most noteworthy span of the bridge is a 86.5 ft (26.37 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.660410 -87.451820 Railroad (Canadian National) Indiana Harbor and Ship Canal (East Chicago Canal) East Chicago Lake County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 4 1 0 0 1908 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 86.5 26.37 0 0 0 0 https://historicbridges.org/indiana/indianaharboreje/little_p2170372_small.jpg https://historicbridges.org/indiana/indianaharboreje/little_p2170372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharboreje/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660410,-87.451820
1670 Indiana Harbor Canal New York Central Railroad Bridges Indiana Harbor Lake Shore and Michigan Southern Railway Bridges This pair of identical bridges are exceedingly rare examples of Rall bascule bridges and are abandoned in the raised position. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Rall. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Albert Lucius of New York, New York. 41.660010 -87.452340 Railroad (Abandoned New York Central) Indiana Harbor and Ship Canal (East Chicago Canal) East Chicago Lake County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Movable: Single Leaf Bascule Rall 4 1 0 0 1909 0 Strobel Steel Construction Company of Chicago, Illinois Albert Lucius of New York, New York 9 9 86 26.21 0 0 31.3 9.54 https://historicbridges.org/indiana/indianaharbornyc/little_p2170441_small.jpg https://historicbridges.org/indiana/indianaharbornyc/little_p2170441.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharbornyc/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660010,-87.452340
1673 Ingersoll Street Bridge Bridge E-199 One of two beautifully maintained lift bridges in Albion. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by I.M. Ludington's Sons Inc. of Rochester, New York. 43.248530 -78.190440 Ingersoll Street Erie Canal (New York State Barge Canal) Albion Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1911 1997 I.M. Ludington's Sons Inc. of Rochester, New York 8 7 111 33.83 135 41.15 18.4 5.61 https://historicbridges.org/newyork/albioningersoll/little_liftbr047_small.jpg https://historicbridges.org/newyork/albioningersoll/little_liftbr047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/albioningersoll/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248530,-78.190440
1674 Inkster Road Hines Drive Bridge One of the later rigid frame overpass bridges crossing historic Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete rigid-frame, fixed. The bridge was primarily built by Johnson-Greene Company. 42.349410 -83.312560 Inkster Road Hines Drive Dearborn Heights Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1953 0 Johnson-Greene Company 2 2 67 20.42 73.8 22.49 48 14.63 https://historicbridges.org/michigan/hinesinkster/little_p1370748_small.jpg https://historicbridges.org/michigan/hinesinkster/little_p1370748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesinkster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349410,-83.312560
1676 Intercity Bridge Ford Bridge This is one of the more ornate of the Twin City arch bridges and it retains decent historic integrity, and remains a lovely bridge. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by James O. Heyworth of Chicago, Illinois. The bridge was primarily designed by Martin Sigvart Grytbak. 44.917880 -93.201250 Ford Parkway (46th Street) Mississippi River and Mississippi River Boulevard Minneapolis and St. Paul Hennepin County, Minnesota and Ramsey County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete T-Beam Fixed 0 6 1927 2002 James O. Heyworth of Chicago, Illinois Martin Sigvart Grytbak 7 8 300 91.44 1523.6 464.39 56 17.07 https://historicbridges.org/minnesota/fordparkway/little_fordparkway1026_small.jpg https://historicbridges.org/minnesota/fordparkway/little_fordparkway1026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/fordparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.917880,-93.201250
1677 International Bridge Sault Ste. Marie International Bridge This is the monumental 2 3/4 Mile long highway bridge in Sault Ste Marie. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Steinman, Boynton, Gronquist and London of New York, New York. 46.508490 -84.360750 I-75 / TC-17B St. Marys River and Associated Canal System Sault Ste. Marie Chippewa County, Michigan and Algoma District, Ontario Michigan and Ontario Canada and United States Metal Warren Bolt-Connected Through Truss Fixed 0 Cantilever (Arch and Suspended Deck) 7 Metal Warren Bolt-Connected Deck Truss Fixed 8 56 1962 0 Bethlehem Steel Company of Bethlehem, Pennsylvania and Raff and Dexter of Lansing, Michigan Steinman, Boynton, Gronquist and London of New York, New York 4 7 430 131.06 9280.6 2828.73 28 8.53 https://historicbridges.org/other/international/bkg_sault017_small.jpg https://historicbridges.org/other/international/sault002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/international/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.508490,-84.360750
1678 International Railway Bridge This landmark bridge is an extremely long multi-span example of a pin-connected truss bridge and includes an impressive swing span. The technical description of the main or most noteworthy span of the bridge is a 358 ft (109.12 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by Joseph Hobson. 42.929030 -78.910400 Railroad (Canadian National) Niagara River Buffalo and Fort Erie Erie County, New York and Niagara Region, Ontario Ontario and New York Canada and United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 7 7 1901 2000 Detroit Bridge and Iron Works of Detroit, Michigan Joseph Hobson 8 8 358 109.12 1967.5 599.69 18 5.49 https://historicbridges.org/ontario/internationalrailway/little_p1410886_small.jpg https://historicbridges.org/ontario/internationalrailway/little_p1410886.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/internationalrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.929030,-78.910400
1679 International Railroad Bridge Sault Ste. Marie International Railway Bridge Highlights of this complex of bridge spans include an 1895 swing span, Camelback trusses from 1887, a rare design of bascule from 1913, and a 1960 vertical lift span. The technical description of the main or most noteworthy span of the bridge is a 369 ft (112.47 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 46.505750 -84.362600 Railroad (Wisconsin Central) St. Marys River and Associated Canal System Sault Ste. Marie Chippewa County, Michigan and Algoma District, Ontario Michigan and Ontario Canada and United States Metal Camelback Pin-Connected Through Truss Fixed 8 9 Metal Pennsylvania Rivet-Connected Through Truss Movable: Double Leaf Bascule Heel Trunnion 12 0 1887 1913 Dominion Bridge Company of Montréal, Québec Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 10 369 112.47 5580 1700.78 21 6.4 https://historicbridges.org/truss/internationalrail/main_small.jpg https://historicbridges.org/truss/internationalrail/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/internationalrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.505750,-84.362600
1680 Interurban Bridge Richard Gillett Bridge This large arch bridge once carried an interurban, but today is a pedestrian crossing. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Fargo Engineering Company of Kalamazoo, Michigan. 42.967520 -85.675530 Pedestrian Walkway Grand River Grand Rapids Kent County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 5 Concrete Slab Fixed 0 1 1915 0 Fargo Engineering Company of Kalamazoo, Michigan 5 6 0 0 474 144.48 27 8.23 https://historicbridges.org/michigan/grandinterurban/little_pict5411_small.jpg https://historicbridges.org/michigan/grandinterurban/little_pict5411.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandinterurban/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.967520,-85.675530
1682 Ionia Road Bridge A good example of a tiny stringer bridge built in the mid-20th Century. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete slab, fixed. The bridge was primarily built by Fred H. Price and Company. The bridge was primarily designed by Michigan State Highway Department. 42.661480 -85.033560 Ionia Road Scipio Creek Near Vermontville Eaton County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1957 0 Fred H. Price and Company Michigan State Highway Department 1 1 22 6.71 23 7.01 23 7.01 https://historicbridges.org/michigan/ionia_scipio/little_ioniardscipiocr5_small.jpg https://historicbridges.org/michigan/ionia_scipio/little_ioniardscipiocr5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ionia_scipio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.661480,-85.033560
1686 Irish Street Bridge This impressive concrete camelback bridge provides a look back at an interesting story. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.680100 -84.394100 Irish Street Salt River Rural Midland County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1927 0 E. C. Nolan and Son of Detroit, Michigan Michigan State Highway Department 7 7 90 27.43 94.8 28.9 20 6.1 https://historicbridges.org/concrete/irish/little_irishroad_4954_5_6b_small.jpg https://historicbridges.org/concrete/irish/little_irishroad_4954_5_6b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/irish/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.680100,-84.394100
1688 Iron Bridge Lane Bridge This unusual bridge would appear to be an extremely old example of a bridge built by an interesting company. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. Special note about bridge location: This bridge is privately owned but is right next to a public road and so can be easilly seen by the public. 40.622250 -79.763160 Iron Bridge Lane Bull Creek Rural Allegheny County, Pennsylvania Pennsylvania United States This bridge is privately owned but is right next to a public road and so can be easilly seen by the public. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1878 0 Morse Bridge Company of Youngstown, Ohio 7 7 54 16.46 54 16.46 13.5 4.11 https://historicbridges.org/pennsylvania/ironbridgeroad/little_dscf9346_small.jpg https://historicbridges.org/pennsylvania/ironbridgeroad/little_dscf9346.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.622250,-79.763160
1689 Iron Bridge Road Bridge Located in a wild and scenic area, this little pony truss was restored! The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 45.144150 -84.742340 Iron Bridge Road West Branch Sturgeon River Rural Charlevoix County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 8 40 12.19 41 12.5 16 4.88 https://historicbridges.org/truss/ironbridge/little_ironbridgeroadbridge1137_small.jpg https://historicbridges.org/truss/ironbridge/little_ironbridgeroadbridge1137.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ironbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.144150,-84.742340
1691 Iron Bridge Road Bridge A rare surviving pin-connected truss in Lancaster County, this bridge has the distinctive details of its builder. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.144740 -76.010180 Iron Bridge Road Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1898 2017 John Denithorne and Sons of Phoenixville, Pennsylvania 7 7 79 24.08 80 24.38 15 4.57 https://historicbridges.org/pennsylvania/ironbridgelancaster/little_ironbridgeroad019_small.jpg https://historicbridges.org/pennsylvania/ironbridgelancaster/little_ironbridgeroad019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironbridgelancaster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.144740,-76.010180
1693 Iron Bridge Trail Bridge McNay Ridge Road Bridge This pony truss and its abandoned roadway now serves a pedestrian trail system. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.882680 -80.436740 Iron Bridge Trail (Former McNay Ridge Road) North Fork Wheeling Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1914 2007 Unknown 6 6 90 27.43 96 29.26 13.8 4.21 https://historicbridges.org/pennsylvania/ryersonstationstatepark/little_ryersonstationstatepark0652_small.jpg https://historicbridges.org/pennsylvania/ryersonstationstatepark/little_ryersonstationstatepark0652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ryersonstationstatepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.882680,-80.436740
1696 Ironville Railroad Bridge Tyrone Forge Railroad Bridge This stone arch bridge has for decades been one of a trio of historic bridges in this area. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 40.661090 -78.216470 Railroad (Norfolk Southern) Little Juniata River Ironville Blair County, Pennsylvania Pennsylvania United States Stone Elliptical Deck Arch Fixed 0 3 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/ironvillerr/little_dscf3061_small.jpg https://historicbridges.org/pennsylvania/ironvillerr/little_dscf3061.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.661090,-78.216470
1697 Ironwood Drive Bridge Ernsberger Street Bridge, St. Joseph County Bridge 206 This is one of South Bend's larger arch bridges. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. 41.661370 -86.215250 Ironwood Drive St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1940 1969 National Concrete Company of Indianapolis, Indiana 6 6 130 39.62 478.7 145.91 51.8 15.79 https://historicbridges.org/indiana/ironwood/little_p1430823_4_5_fused_small.jpg https://historicbridges.org/indiana/ironwood/little_p1430823_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ironwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.661370,-86.215250
1700 Iroquois 400 Bridge TR-26A Bridge One of several very early and long examples in Iroquois County of a standard plan concrete through girder span in Illinois. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) concrete through girder, fixed. The bridge was primarily built by Joseph Klein of Freeburg, Illinois. 40.611090 -88.043230 Iroquois 400 (TR-26A) Louis Creek Rural Iroquois County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1916 0 Joseph Klein of Freeburg, Illinois 5 5 61.4 18.71 63 19.2 18 5.49 https://historicbridges.org/illinois/iroquois400/little_dscf4676_small.jpg https://historicbridges.org/illinois/iroquois400/little_dscf4676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois400/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.611090,-88.043230
1701 Iroquois 500 Bridge TR-345A Bridge One of several very early examples in Iroquois County of a standard plan concrete through girder span in Illinois. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by Joseph Klein of Freeburg, Illinois. 40.561030 -88.043820 Iroquois 500 (TR-345A) Spring Creek Tributary Rural Iroquois County, Illinois Illinois United States Concrete Through Girder Fixed 0 3 0 0 1916 0 Joseph Klein of Freeburg, Illinois 5 4 51 15.54 52.5 16 18 5.49 https://historicbridges.org/illinois/iroquois500/little_dscf4714_small.jpg https://historicbridges.org/illinois/iroquois500/little_dscf4714.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois500/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.561030,-88.043820
1702 Iroquois 600 Bridge TR-565 Bridge One of several very early and long examples in Iroquois County of a standard plan concrete through girder span in Illinois. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 40.575800 -88.035160 Iroquois 600 (TR-565) Spring Creek Rural Iroquois County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1915 0 Unknown 5 5 61.4 18.71 64 19.51 16.4 5 https://historicbridges.org/illinois/iroquois600/little_dscf4705_small.jpg https://historicbridges.org/illinois/iroquois600/little_dscf4705.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois600/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.575800,-88.035160
1704 Iroquois 1250 Bridge TR-247 Bridge This is a extremely significant and rare example of a bedstead truss bridge, which also features a rare example of a lightweight double-Warren pony truss! The technical description of the main or most noteworthy span of the bridge is a 49.5 ft (15.09 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 40.685550 -88.038470 Iroquois 1250 Spring Creek Tributary Rural Iroquois County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 5 2 1885 1904 Smith Bridge Company of Toledo, Ohio 8 9 49.5 15.09 96.5 29.41 14 4.27 https://historicbridges.org/illinois/iroquois1250/little_pict1823_small.jpg https://historicbridges.org/illinois/iroquois1250/little_pict1823.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1250/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.685550,-88.038470
1705 Iroquois 1300 Bridge #1 TR-239A Bridge This is one of the more unusual pony truss bridges in Iroquois County. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.692420 -88.057390 Iroquois 1300 Spring Creek Tributary Rural Iroquois County, Illinois Illinois United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1901 0 Unknown 7 6 58.7 17.89 60.7 18.5 16 4.88 https://historicbridges.org/illinois/iroquois1300/little_pict1789_small.jpg https://historicbridges.org/illinois/iroquois1300/little_pict1789.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1300/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.692420,-88.057390
1708 Iroquois 1500 Bridge TR-168 Bridge This unusual 1920s riveted pony truss has an enormous skew to it! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.542520 -87.840440 Iroquois 1500 Whiskey Creek Rural Iroquois County, Illinois Illinois United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1929 0 Unknown 6 6 70 21.34 77 23.47 16.7 5.09 https://historicbridges.org/illinois/iroquois1500/little_pict1959_small.jpg https://historicbridges.org/illinois/iroquois1500/little_pict1959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1500/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.542520,-87.840440
1709 Iroquois 1650 Bridge TR-192 Bridge An excellent example of small-scale work by the Massillon Bridge Company of Massillon, Ohio. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.571940 -87.813060 Iroquois 1650 Whiskey Creek Rural Iroquois County, Illinois Illinois United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1896 1937 Massillon Bridge Company of Massillon, Ohio 6 6 58.7 17.89 62 18.9 15.7 4.79 https://historicbridges.org/illinois/iroquois1650/little_pict2052_small.jpg https://historicbridges.org/illinois/iroquois1650/little_pict2052.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois1650/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.571940,-87.813060
1715 Iroquois 2100 Bridge TR-266 Bridge This impressive Pratt through truss was for many years the longest remaining truss bridge in Iroquois County, and now it is also the last! The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.724140 -87.727250 Iroquois 2100 Sugar Creek Rural (Near Woodland) Iroquois County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1911 0 Unknown 7 8 140 42.67 143 43.59 15.7 4.79 https://historicbridges.org/illinois/iroquois2100/little_pict2273_small.jpg https://historicbridges.org/illinois/iroquois2100/little_pict2273.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois2100/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.724140,-87.727250
1717 Iroquois 2800 Bridge TR-49B Bridge This extremely unusual bridge appears to be a bedstead truss bridge that had its legs removed. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 40.917210 -87.820290 Iroquois 2800 Prairie Creek Rural Iroquois County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1904 0 Unknown 7 7 50 15.24 50.5 15.39 15.7 4.79 https://historicbridges.org/illinois/iroquois2800/thumb.jpg https://historicbridges.org/illinois/iroquois2800/little_pict2331.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/iroquois2800/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.917210,-87.820290
1719 Irvine Street Bridge One of a rapidly disappearing group of beautiful heritage concrete bowstring rainbow arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. 43.701950 -80.445240 Irvine Street Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1929 0 Reid-Riddell Engineering of Toronto, Ontario 7 7 0 0 85 25.91 16.7 5.09 https://historicbridges.org/ontario/irvine/little_p1560330_small.jpg https://historicbridges.org/ontario/irvine/little_p1560330.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/irvine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.701950,-80.445240
1720 Irving Bridge This graceful curved t-beam bridge is nestled within a scenic redwood forest. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 38.016500 -122.723570 Sir Francis Drake Boulevard Lagunitas Creek Rural Marin County, California California United States Concrete Curved T-Beam Fixed 0 1 0 0 1929 0 Unknown 3 3 56 17.07 60 18.29 24 7.32 https://historicbridges.org/california/irvinebridge/little_day5_irvinebridge06537_small.jpg https://historicbridges.org/california/irvinebridge/little_day5_irvinebridge06537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/irvinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.016500,-122.723570
1721 Irwin Viaduct This viaduct is noted for its continuous design and use of rolled H section. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.326630 -79.712970 US-30 Tinkers Run and Main Street Irwin Westmoreland County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 8 0 0 1939 1984 Unknown Pennsylvania State Highway Department 3 5 75 22.86 524 159.72 50 15.24 https://historicbridges.org/pennsylvania/us30tinkersrun/little_p1470803_small.jpg https://historicbridges.org/pennsylvania/us30tinkersrun/little_p1470803.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/us30tinkersrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.326630,-79.712970
1723 Island Park Arch Bridge Gar Island Park Pedestrian Bridge A small, quaint arch bridge provides access to an interesting park. The technical description of the main or most noteworthy span of the bridge is a 35.2 ft (10.73 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.511550 -84.654720 Hamlin Street (Pedestrian Path) Grand River (West Channel Around Island) Eaton Rapids Eaton County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 6 35.2 10.73 51 15.54 8.2 2.5 https://historicbridges.org/other/island/little_p1390932_small.jpg https://historicbridges.org/other/island/little_p1390932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/island/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.511550,-84.654720
1724 Island Park Bridge Church Street Bridge This impressive bridge is one of Michigan's more significant pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.910600 -84.022770 Island Park Trail South Branch Raisin River Adrian Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 6 8 0 0 0 0 0 0 https://historicbridges.org/michigan/islandpark/little_img_3146_small.jpg https://historicbridges.org/michigan/islandpark/little_img_3146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/islandpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.910600,-84.022770
1725 Island Lake State Recreation Area Railroad Bridge A typical example of a railroad deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 42.502040 -83.712310 Railroad (CSX) Huron River and Butcher Road Rural Livingston County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 0 Lackawanna Bridge Company of Buffalo, New York 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/islandlakestaterecrr/little_p1370090_1_2_fused_small.jpg https://historicbridges.org/michigan/islandlakestaterecrr/little_p1370090_1_2_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/islandlakestaterecrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.502040,-83.712310
1728 Jack Glass Road Bridge Jerico Road Bridge This bridge displays an unsual combination of rolled and built-up beams. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Leamon and Evans of Atlanta, Georgia. 33.913540 -83.665280 Jack Glass Road (Jerico Road) Apalachee River Rural Walton County, Georgia and Barrow County, Georgia Georgia United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1930 0 Leamon and Evans of Atlanta, Georgia 5 7 79.7 24.29 79.7 24.29 9.8 2.99 https://historicbridges.org/georgia/jackglass/little_dsc_3949_small.jpg https://historicbridges.org/georgia/jackglass/little_dsc_3949.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/jackglass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.913540,-83.665280
1729 Jackson Boulevard Bridge A very old deck truss style bascule bridges in Chicago and associated directly with prominent engineer Joseph Strauss. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.878056 -87.637500 Jackson Boulevard (Historic US-66) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Strauss Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1915 1993 Strobel Steel Construction Company of Chicago, Illinois Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 202 61.57 273 83.21 37 11.28 https://historicbridges.org/illinois/jackson2/little_dscf3667_small.jpg https://historicbridges.org/illinois/jackson2/little_dscf3667.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jackson2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.878056,-87.637500
1730 Old Jackson Center Bridge This bridge appears to be based off of of unique bridge type designed in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 41.268710 -80.152000 US-62 (Abandoned Alignment) Yellow Creek Jackson Center Mercer County, Pennsylvania Pennsylvania United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/jacksoncenter/bkg_PICT37955_small.jpg https://historicbridges.org/pennsylvania/jacksoncenter/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jacksoncenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.268710,-80.152000
1731 Jackson Park East Lagoon Bridge Music Court Bridge This three span arch bridge has a rustic stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.787100 -87.580640 Park Path Jackson Park East Lagoon Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1906 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/jacksoneastlagoonarch/little_p1290213_small.jpg https://historicbridges.org/illinois/jacksoneastlagoonarch/little_p1290213.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksoneastlagoonarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.787100,-87.580640
1732 Jackson Road Bridge Old CA-16 Bridge This bridge sits on abandoned alignment next to the current highway alignment, a reminder of how highways evolve. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 38.505780 -121.241360 Jackson Road (CA-16) (Abandoned Alignement) Laguna Creek Rural Sacramento County, California California United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/california/oldjacksonroadca16/little_day3_oldjacksonroadca1603287_small.jpg https://historicbridges.org/california/oldjacksonroadca16/little_day3_oldjacksonroadca1603287.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/oldjacksonroadca16/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505780,-121.241360
1734 ! Jackson Street Railroad Overpass One of two old and interesting plate girder railroad overpass bridges near downtown Jackson. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.250220 -84.408770 Jackson Street Railroad (Norfolk Southern and Amtrak) Jackson Jackson County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1902 0 Unknown 1 4 0 0 0 0 0 0 https://historicbridges.org/michigan/jackson/little_dscf2479_small.jpg https://historicbridges.org/michigan/jackson/little_dscf2479.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jackson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.250220,-84.408770
1735 Jaffrey Road Bridge This bridge is a concrete arch with a stone facing so it looks like a stone arch bridge, The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.017200 -75.483670 Jaffrey Road Crum Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 1993 Unknown 6 3 21 6.4 21 6.4 20.7 6.31 https://historicbridges.org/pennsylvania/jaffreyrd/little_jaffreyroad011_small.jpg https://historicbridges.org/pennsylvania/jaffreyrd/little_jaffreyroad011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jaffreyrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.017200,-75.483670
1736 James Road Bridge A shallow, simple arch has been abandoned for many years and has badly deteriorated over the years. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.047060 -83.494510 James Road Stony Creek Rural Monroe County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 3 6 67 20.42 82 24.99 15.7 4.79 https://historicbridges.org/michigan/james/little_p1110140_small.jpg https://historicbridges.org/michigan/james/little_p1110140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/james/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.047060,-83.494510
1738 Jantz Road Bridge Eddyville Bridge A picturesque example of work done by Nelson and Buchanan of Chambersburg, Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.946940 -79.276390 Jantz Road (TR-748, Lower Mudlick Road) Pine Run Eddyville (Rural) Armstrong County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1895 1953 Nelson and Buchanan of Chambersburg, Pennsylvania 7 7 82 24.99 86 26.21 12.8 3.9 https://historicbridges.org/pennsylvania/jantz/little_pict8668_small.jpg https://historicbridges.org/pennsylvania/jantz/little_pict8652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jantz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.946940,-79.276390
1739 Jasper McKeaigg Road Bridge Lawrence County Bridge 54 This attractive Pratt truss is nestled in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a 95.5 ft (29.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 38.809650 -86.284690 Jasper McKeaigg Road (CR-1050 East) Guthrie Creek Rural Lawrence County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1897 1982 Lafayette Bridge Company of Lafayette, Indiana 7 7 95.5 29.11 98 29.87 12 3.66 https://historicbridges.org/indiana/jasper/little_img_2837_small.jpg https://historicbridges.org/indiana/jasper/little_img_2837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jasper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.809650,-86.284690
1741 Jeddo Road Mill Creek Bridge This bridge retains excellent historic integrity and is a Depression era bridge. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Marshall Campbell of Port Huron, Michigan. 43.143540 -82.836790 Jeddo Road Mill Creek Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1939 0 Marshall Campbell of Port Huron, Michigan 3 6 29 8.84 73.8 22.49 20 6.1 https://historicbridges.org/michigan/jeddo/little_pict8982_small.jpg https://historicbridges.org/michigan/jeddo/little_pict8982.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeddo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.143540,-82.836790
1742 Jefferson Avenue Bridge The only pony truss style bascule bridge in the entire state of Michigan. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Hugh E. Young of Chicago, Illinois. 42.280800 -83.128780 Jefferson Avenue River Rouge Detroit Wayne County, Michigan Michigan United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1922 1982 Strobel Steel Construction Company of Chicago, Illinois Hugh E. Young of Chicago, Illinois 6 8 91 27.74 248 75.59 46 14.02 https://historicbridges.org/other/jefferson/bkg_smichigan095_small.jpg https://historicbridges.org/other/jefferson/smichigan117.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.280800,-83.128780
1743 Jefferson Avenue Clinton River Canal Bridge This decent sized stringer features some uncommon details. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.561870 -82.847390 Jefferson Avenue Clinton River Canal Harrison Township Macomb County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1950 0 E. C. Nolan and Son of Detroit, Michigan Michigan State Highway Department 2 5 59.7 18.2 196 59.74 29.5 8.99 https://historicbridges.org/michigan/jeffersonclinton/bkg_07photos129_small.jpg https://historicbridges.org/michigan/jeffersonclinton/07photos372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeffersonclinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.561870,-82.847390
1745 Jefferson Avenue Bridge Jefferson Avenue - Harbin Drive Bridge This bridge and the Harbin Drive bridge are joined together to form the appearance of a single bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by W. J. Anschutz of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.042560 -83.214230 Jefferson Avenue Huron River Rural Wayne County, Michigan and Monroe County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 W. J. Anschutz of Saginaw, Michigan Michigan State Highway Department 3 6 54.8 16.7 165 50.29 36 10.97 https://historicbridges.org/concrete/jeffharbin/little_p1110847_small.jpg https://historicbridges.org/concrete/jeffharbin/little_p1110771.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/jeffharbin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.042560,-83.214230
1746 Jefferson Avenue Bridge This span is all that is left of a bridge that once was apparantly a high-level and bascule bridge crossing over the Cuyahoga River. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.482230 -81.674040 Jefferson Avenue (Abandoned Section) Railroad (Norfolk Southern) Cleveland Cuyahoga County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ohio/jefferson/bkg_cleveland153_small.jpg https://historicbridges.org/ohio/jefferson/cleveland0277.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482230,-81.674040
1747 Jefferson Boulevard Bridge St. Joseph County Bridge 209 This is the oldest and one of the most ornate of South Bend's arch bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Scribner and Heyworth of Chicago, Illinois. The bridge was primarily designed by A. J. Hammond. 41.675070 -86.245080 Jefferson Boulevard St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1905 2004 Scribner and Heyworth of Chicago, Illinois A. J. Hammond 7 7 110 33.53 490 149.35 51.8 15.79 https://historicbridges.org/indiana/jefferson/little_jefferson646_small.jpg https://historicbridges.org/indiana/jefferson/little_jefferson646.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.675070,-86.245080
1748 Jefferson Street Bridge Marshall County Bridge 228 One of three concrete arch bridges in Plymouth. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.343610 -86.308650 Jefferson Street Yellow River Plymouth Marshall County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1927 1987 Unknown 4 5 69 21.03 138 42.06 51 15.54 https://historicbridges.org/indiana/plymouthjefferson/little_p1380638_small.jpg https://historicbridges.org/indiana/plymouthjefferson/little_p1380638.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthjefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.343610,-86.308650
1749 Jefferson Street Bridge This bridge page provides an overview of the rare Scherzer rolling lift bridges of Joliet as well as many photos of this bridge in raised position. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mississippi Valley Structural Steel Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.524900 -88.086660 Eastbound US-30 (Jefferson Street) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Rolling Lift 0 1 0 2 1933 1987 Mississippi Valley Structural Steel Company Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 166 50.6 331 100.89 40 12.19 https://historicbridges.org/illinois/jefferson/little_pict0720_small.jpg https://historicbridges.org/illinois/jefferson/little_pict0720.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.524900,-88.086660
1750 ! Jefferson Street Bridge Karns Crossing Bridge This massive-membered truss bridge is unique because its two main spans are separate from each other. The technical description of the main or most noteworthy span of the bridge is a 168 ft (51.21 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.871180 -79.876140 Jefferson Street (PA-68) Buffalo and Pittsburgh Railroad Yard and Connoquenessing Creek Butler Butler County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 2 0 9 1937 1984 Unknown Pennsylvania State Highway Department 6 7 168 51.21 868.2 264.63 33.8 10.3 https://historicbridges.org/pennsylvania/jefferson/butler24_small.jpg https://historicbridges.org/pennsylvania/jefferson/butler22.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.871180,-79.876140
1752 ! Jefferson Road Bridge The smaller of two nearby bridges that have an unusual, primitive design to them unlike other Michigan girders. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 43.436980 -84.514870 Jefferson Road Bush Creek Rural Gratiot County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1930 0 Unknown 4 6 31.8 9.69 36.7 11.19 16 4.88 https://historicbridges.org/michigan/jeffersonrd/little_pict7381_small.jpg https://historicbridges.org/michigan/jeffersonrd/little_pict7381.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeffersonrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.436980,-84.514870
1753 Jenkinsburg Road Bridge Indian Creek Road Bridge This attractive bridge is an unusual example of a truss bridge with bolted field connections during the riveted era. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 33.290800 -84.095160 Jenkinsburg Road (Indian Creek Road) Towaliga River Rural Spalding County, Georgia and Butts County, Georgia Georgia United States Metal Polygonal Warren Bolt-Connected Pony Truss Fixed 6 1 0 0 1937 0 Unknown 6 6 101.7 31 101.7 31 17.4 5.3 https://historicbridges.org/georgia/jenkinsburg/little_dsc_4261_small.jpg https://historicbridges.org/georgia/jenkinsburg/little_dsc_4261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/jenkinsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.290800,-84.095160
1754 Jerrys Run Private Bridge An attractive Warren pony truss retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.065560 -81.656470 Private Trail Pond Creek Jerrys Run (Rural) Wood County, West Virginia West Virginia United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/wvirginia/jerrysrun/07march0935_small.jpg https://historicbridges.org/wvirginia/jerrysrun/07march0935.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/jerrysrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.065560,-81.656470
1755 Jerusalem Road Bridge A very rare example of a pony truss built by the noteworthy Morse Bridge Company of Youngstown, Ohio. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 41.836667 -80.426667 Jerusalem Road (TR-885) Stone Run Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1884 1988 Morse Bridge Company of Youngstown, Ohio 7 7 68 20.73 68 20.73 12.8 3.9 https://historicbridges.org/pennsylvania/jerusalem/little_pict6271_small.jpg https://historicbridges.org/pennsylvania/jerusalem/little_pict6271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerusalem/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836667,-80.426667
1756 Jibboom Street Ramp Bridge With its unusual bents for support, this bridge provides a ramp approach to the historic I Street Bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 38.587370 -121.504800 Jibboom Street Sacramento River Sacramento Sacramento County, California California United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 1 0 0 1936 0 Unknown 4 5 80 24.38 850 259.08 23.3 7.1 https://historicbridges.org/california/jibboom/little_day3_istreetbridge03147_small.jpg https://historicbridges.org/california/jibboom/little_day3_istreetbridge03147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/jibboom/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.587370,-121.504800
1757 Jibboom Street Bridge This attractive swing bridge is the centerpiece of a park setting. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Lord and Bishop. 38.599740 -121.506260 Jibboom Street (Discovery Park Road) American River Sacramento Sacramento County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Parker Rivet-Connected Through Truss Fixed 7 9 1931 2018 Lord and Bishop 7 7 361 110.03 959 292.3 24 7.32 https://historicbridges.org/california/discoveryparkjibboom/little_day3_discoveryparkbridgejibboomstreet02537_small.jpg https://historicbridges.org/california/discoveryparkjibboom/little_day3_discoveryparkbridgejibboomstreet02537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/discoveryparkjibboom/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.599740,-121.506260
1758 Jimtown Bridge This is a highly unusual continuous pony truss that also has cantilevered girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal continuous rivet-connected Warren pony truss, fixed. The bridge was primarily built by Judson Pacific Murphy Company. 38.658680 -122.829610 Alexander Valley Road Russian River Rural Sonoma County, California California United States Metal Warren Rivet-Connected Pony Truss Fixed 10 Continuous 5 Concrete Girder Fixed 0 Cantilever 30 1949 0 Judson Pacific Murphy Company 6 6 120 36.58 1384 421.84 26.6 8.11 https://historicbridges.org/california/alexandervalleyroad/little_day5_alexandervalleyroad05794_small.jpg https://historicbridges.org/california/alexandervalleyroad/little_day5_alexandervalleyroad05794.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alexandervalleyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.658680,-122.829610
1759 John Eisenhower Bridge Water Works Road Bridge An exceedingly rare example of work by this builder, this bridge displays the unique details of the company. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Gilbert and Smith of Gettysburg, Pennsylvania. 39.798500 -77.268690 Water Works Road Willoughby Run Rural Adams County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1886 1998 Gilbert and Smith of Gettysburg, Pennsylvania 8 8 81 24.69 84 25.6 13.8 4.21 https://historicbridges.org/pennsylvania/waterworks/little_p1210776_small.jpg https://historicbridges.org/pennsylvania/waterworks/little_p1210776.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/waterworks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798500,-77.268690
1765 Johnstown Incline Plane Bridge Significant in its own right, this bridge is also part of an impressive and historic incline. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.325920 -78.925590 Johnstown Incline Access Stonycreek River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1890 2001 Phoenix Bridge Company of Phoenixville, Pennsylvania 8 8 230 70.1 237 72.24 16.7 5.09 https://historicbridges.org/pennsylvania/johnstownincline/bkg_swpenn0818_small.jpg https://historicbridges.org/pennsylvania/johnstownincline/swpenn071520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownincline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.325920,-78.925590
1767 Johnstown Streetcar Bridge This bridge is missing a span but is a remnant from the use of streetcars in Johnstown. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.291860 -78.916740 Abandoned Streetcar Line Stonycreek River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 2 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/johnstownabandoned/bkg_swpenn0846_small.jpg https://historicbridges.org/pennsylvania/johnstownabandoned/swpenn071616.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownabandoned/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.291860,-78.916740
1768 Joliet Illinois and Michigan Canal Railroad Bridge A traditionally designed Baltimore through truss with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.539220 -88.082270 Railroad (Burlington Northern and Santa Fe) Illinois and Michigan Canal Joliet Will County, Illinois Illinois United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 1935 0 American Bridge Company of New York, New York 7 6 200 60.96 200 60.96 0 0 https://historicbridges.org/illinois/jolietrr3/little_pict0854_small.jpg https://historicbridges.org/illinois/jolietrr3/little_pict0854.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jolietrr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.539220,-88.082270
1769 Joliet North Railroad Bridge A large vertical lift railroad bridge slightly north of Joliet, and hard to reach without a boat. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 41.554970 -88.077650 Railroad (Elgin, Joliet and Eastern) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 0 1 0 0 1934 0 Unknown 7 7 275 83.82 700 213.36 0 0 https://historicbridges.org/illinois/jolietrr2/little_pict0863_small.jpg https://historicbridges.org/illinois/jolietrr2/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jolietrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.554970,-88.077650
1770 Joliet Railroad Bridge This is the big vertical lift railroad bridge that is in the center of Joliet. The technical description of the main or most noteworthy span of the bridge is a 302 ft (92.05 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. 41.520920 -88.087820 Railroad (CSX) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Pennsylvania Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 20 1 Metal Baltimore Rivet-Connected Through Truss Fixed 12 2 1932 0 American Bridge Company of New York, New York 7 7 302 92.05 552 168.25 32 9.75 https://historicbridges.org/illinois/jolietrr1/little_pict0662_small.jpg https://historicbridges.org/illinois/jolietrr1/little_pict0662.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jolietrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.520920,-88.087820
1772 Jones Road Bridge A good representative example of an I-96 curved t-beam overpass. The technical description of the main or most noteworthy span of the bridge is a 75.8 ft (23.1 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.821580 -84.818170 Jones Road I-96 Rural Clinton County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1957 0 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department 2 2 75.8 23.1 257.6 78.52 26 7.92 https://historicbridges.org/michigan/jonesi96/little_p1150096_small.jpg https://historicbridges.org/michigan/jonesi96/little_p1150088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jonesi96/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.821580,-84.818170
1773 Jonesville Road Bridge This very unusual bridge is noteworthy for its lightweight vertical members. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.153934 -84.860162 Jonesville Road Muskegon River Rural Clare County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 1929 Unknown 7 8 100 30.48 101 30.78 16 4.88 https://historicbridges.org/michigan/jonesville/little_zimg_20211113_111849_small.jpg https://historicbridges.org/michigan/jonesville/little_zimg_20211113_111849.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jonesville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.153934,-84.860162
1776 Jugtown Road Bridge This impressive bridge is an early surviving pin-connected truss and is noted for itsspan length and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. 41.218720 -88.321550 Jugtown Road (TR-172) East Fork Mazon River Rural Grundy County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1884 0 P. E. Lane of Chicago, Illinois 7 8 170 51.82 172 52.43 13.8 4.21 https://historicbridges.org/illinois/jugtown/little_jugtown1628_small.jpg https://historicbridges.org/illinois/jugtown/little_jugtown1628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jugtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.218720,-88.321550
1777 Junction Road Bridge TR-235 Bridge As an 1870s bowstring truss bridge, this spectacular Massillon Bridge Company of Massillon, Ohio example has high significance! The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.611520 -84.785340 Junction Road (TR-235) 4 Mile Creek Rural Preble County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 1875 0 Massillon Bridge Company of Massillon, Ohio 9 9 142 43.28 142 43.28 15.7 4.79 https://historicbridges.org/ohio/junction2/little_pict2034_small.jpg https://historicbridges.org/ohio/junction2/little_pict2034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/junction2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611520,-84.785340
1779 Kalamazoo River Railroad Bridge An extremely rare example of a railroad pony truss bridge, plus it is two-span, and has highly unusual plate steel members! The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 42.426620 -85.618130 Railroad (Norfolk Southern) Kalamazoo River Rural Allegan County, Michigan Michigan United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 9 2 0 0 1900 0 Detroit Bridge and Iron Works of Detroit, Michigan 7 7 102 31.09 205 62.48 0 0 https://historicbridges.org/truss/kalamazoo/spring06_227_small.jpg https://historicbridges.org/truss/kalamazoo/kal_small.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kalamazoo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.426620,-85.618130
1780 Kamloops CN Railway Bridge CN Railway Swing Bridge This attractive swing bridge provides a functional and historical crossing for trains. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 50.681000 -120.335510 Railroad (CN) South Thompson River Kamloops Thompson-Nicola District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Through Girder Fixed 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/kamloopsrr/little_redbridgeandcnrailswingbridge011_small.jpg https://historicbridges.org/britishcolumbia/kamloopsrr/little_redbridgeandcnrailswingbridge011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kamloopsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.681000,-120.335510
1781 Kaneville Bridge This is a tiny little pony truss just off a major highway on a dead-end road. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 41.504930 -79.701700 Harper Road (TR-587) Cherrytree Run Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1985 Smith Bridge Company of Toledo, Ohio 6 6 34 10.36 38 11.58 10.8 3.29 https://historicbridges.org/pennsylvania/kaneville/little_pict6685_small.jpg https://historicbridges.org/pennsylvania/kaneville/little_pict6685.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kaneville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.504930,-79.701700
1782 Kankakee Railroad Bridge This is an uncommon and beautiful example of a concrete arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Gould Construction Company of Davenport, Iowa and Walsh Construction Company of Davenport, Iowa. 41.113370 -87.866940 Railroad (Illinois Central) Kankakee River and River Street Kankakee Kankakee County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 6 0 0 1919 0 Gould Construction Company of Davenport, Iowa and Walsh Construction Company of Davenport, Iowa 6 7 85 25.91 630 192.02 65 19.81 https://historicbridges.org/illinois/kankakeerr/little_img_2118_small.jpg https://historicbridges.org/illinois/kankakeerr/little_img_2118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kankakeerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.113370,-87.866940
1783 Kanona Bridge This representative example of a state standard truss is an aesthetic asset to the roadway it serves. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.106667 -77.145556 NY-415 Cohocton River Kanona Steuben County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1931 1986 Unknown New York State Department of Public Works 5 5 160 48.77 167 50.9 28.5 8.69 https://historicbridges.org/newyork/kanona/little_img_5483_small.jpg https://historicbridges.org/newyork/kanona/little_img_5483.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/kanona/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.106667,-77.145556
1785 Kearsley Park Boulevard Bridge This small arch bridge is one of several historic structures in an attractive park. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.027130 -83.671100 Kearsley Park Boulevard Gilkey Creek Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 3 5 26 7.92 31.8 9.69 32.2 9.81 https://historicbridges.org/michigan/kearsley/little_dscf4285_small.jpg https://historicbridges.org/michigan/kearsley/little_dscf4285.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kearsley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.027130,-83.671100
1786 Kedzie Avenue Bridge Although the structure type is simple, this bridge is somewhat unusual on this section of canal. The technical description of the main or most noteworthy span of the bridge is a 148.6 ft (45.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.831620 -87.704670 Kedzie Avenue Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 4 0 0 1970 0 Unknown 1 2 148.6 45.29 350 106.68 48 14.63 https://historicbridges.org/illinois/kedzie/little_p1250497_small.jpg https://historicbridges.org/illinois/kedzie/little_p1250497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedzie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.831620,-87.704670
1787 Kedzie Avenue Cal Sag Channel Bridge With a wide deck, this is one of a number of late examples of metal truss construction on the Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 254 ft (77.42 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.651620 -87.699350 Kedzie Avenue Calumet Sag Channel Robbins Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 3 1964 0 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 254 77.42 348 106.07 53.2 16.22 https://historicbridges.org/illinois/kedziesag/little_p1190039_small.jpg https://historicbridges.org/illinois/kedziesag/little_p1190039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedziesag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.651620,-87.699350
1792 Keeseville Suspension Bridge An unusual deviation from the usual type of bridge its builder built, this is also a rare example of an old and unaltered suspension foot bridge. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 44.503640 -73.482510 Pedestrian Walkway (Clinton Street) Ausable River Keeseville Clinton County, New York and Essex County, New York New York United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1888 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 240 73.15 0 0 0 0 https://historicbridges.org/newyork/keesevillesuspension/little_p1070546_small.jpg https://historicbridges.org/newyork/keesevillesuspension/little_p1070546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keesevillesuspension/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.503640,-73.482510
1793 Keggereis Ford Bridge This is an early and uncommon example of a ribbed arch bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Nelson Construction Company of Chambersburg, Pennsylvania. 40.121120 -77.777670 PA-4006 West Branch Conococheague Creek Rural Franklin County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 3 0 0 1907 0 Nelson Construction Company of Chambersburg, Pennsylvania 6 6 45 13.72 108 32.92 12 3.66 https://historicbridges.org/pennsylvania/sr4006franklincounty/little_p1220280_small.jpg https://historicbridges.org/pennsylvania/sr4006franklincounty/little_p1220280.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr4006franklincounty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.121120,-77.777670
1794 Keitel Road Bridge Bridge E-196 An excellent example of a fixed Erie Canal truss bridge, this bridge has end panels of bottom chord that are sloped slightly. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio. 43.249160 -78.149380 Keitel Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1912 2009 McMyler-Interstate Company of Cleveland, Ohio 7 6 151 46.02 193 58.83 14.8 4.51 https://historicbridges.org/newyork/keitel/little_keitel9_1_small.jpg https://historicbridges.org/newyork/keitel/little_img_4087.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keitel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.249160,-78.149380
1795 Kellers Road Bridge Red Bridge This highly unusual and significant truss bridge sits abandoned and forgotten. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Although this bridge continues to be listed on the National Bridge Inventory and was inspected in 2008 implying public ownership, signs around the bridge suggest the bridge is now privately owned and thus not available to the public. 41.010510 -76.073860 Kellers Road (TR-340) Nescopeck Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Although this bridge continues to be listed on the National Bridge Inventory and was inspected in 2008 implying public ownership, signs around the bridge suggest the bridge is now privately owned and thus not available to the public. Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 8 8 102 31.09 105 32 16 4.88 https://historicbridges.org/pennsylvania/kellers/little_kellersroadbridgeadd_6676_7_8vib_small.jpg https://historicbridges.org/pennsylvania/kellers/little_kellersroadbridgeadd_6676_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kellers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.010510,-76.073860
1796 ! Kelley Bridge Curt Wright Road Bridge, County Bridge Number 16 Located in a breathtaking setting, this bridge retains exellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 41.687670 -76.658930 Curt Wright Road (TR-330) Towanda Creek Rural Bradford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1892 1962 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 7 7 118 35.97 123 37.49 12.5 3.81 https://historicbridges.org/pennsylvania/curtwright/newyork0746_small.jpg https://historicbridges.org/pennsylvania/curtwright/newyork0746.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/curtwright/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.687670,-76.658930
1804 Kensington Bridge Dundas Street Bridge A beautiful three span example of a London pony truss with unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 42.982330 -81.256640 Dundas Street South Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Modified Warren Rivet-Connected Pony Truss Fixed 7 3 0 0 1930 1960 Hamilton Bridge Company of Hamilton, Ontario 7 7 0 0 313 95.4 0 0 https://historicbridges.org/truss/dundas/little_bkg_london40_small.jpg https://historicbridges.org/truss/dundas/little_bkg_london40.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/dundas/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.982330,-81.256640
1805 Kensington Road Bridge A small but unaltered mid-20th Century steel stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by W. L. Eva of Howell, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.513610 -83.689820 Kensington Road Huron River Rural Livingston County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1957 0 W. L. Eva of Howell, Michigan Michigan State Highway Department 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/kensington/little_p1370125_small.jpg https://historicbridges.org/michigan/kensington/little_p1370125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kensington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.513610,-83.689820
1808 L Kerwood Road Bridge A large deck plate girder built in the 1960s. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. 43.082320 -81.734440 Kerwood Road Au Sable River Rural Middlesex County, Ontario Ontario Canada Metal Variable Depth Deck Girder Fixed 0 3 0 0 1964 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/other/kerwood/little_pict6040_small.jpg https://historicbridges.org/other/kerwood/little_pict6040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/kerwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.082320,-81.734440
1810 Keys Bridge Keyes Road Bridge One of a number of interesting pony truss bridges remaining in the county built by Nelson and Buchanan of Chambersburg, Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.371190 -80.364540 Keyes Road (TR-821) Raccoon Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1903 0 Nelson and Buchanan of Chambersburg, Pennsylvania 6 6 58 17.68 61 18.59 12 3.66 https://historicbridges.org/pennsylvania/keys/little_pict0154_small.jpg https://historicbridges.org/pennsylvania/keys/little_pict0154.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.371190,-80.364540
1811 Keystone Bridge This is one of the largest known stone arch bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 46.473580 -90.002140 Railroad (Chicago and Northwestern Rail-Trail) Black River Ramsay Gogebic County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1891 0 Unknown 6 9 45 13.72 45 13.72 44 13.41 https://historicbridges.org/michigan/ramsayarch/bkg_IMG_007114_small.jpg https://historicbridges.org/michigan/ramsayarch/IMG_0065.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ramsayarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.473580,-90.002140
1813 Khyex River Railway Bridge This traditional railway truss bridge displays real heritage next to a modern highway bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 54.232200 -129.804660 Railroad Khyex River Rural Kitimat-Stikine District, British Columbia British Columbia Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/khyex/little_4940395368_2c2115a756khyexriverrailroadbridge_o_small.jpg https://historicbridges.org/britishcolumbia/khyex/little_4940395368_2c2115a756khyexriverrailroadbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/khyex/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.232200,-129.804660
1814 Kiceniuk Road Bridge A well-preserved three span pony truss is a highly unusual sight. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.579440 -74.888510 Kiceniuk Road South Branch Raritan River Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 3 0 0 1927 1995 Unknown 7 7 48 14.63 150 45.72 12.5 3.81 https://historicbridges.org/newjersey/kiceniuk/little_pict5140_small.jpg https://historicbridges.org/newjersey/kiceniuk/little_img_1577.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kiceniuk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.579440,-74.888510
1815 Kinnickinnic River Railroad Bridge A large span lattice truss camelback swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 43.013700 -87.904270 Railroad (Union Pacific) Kinnickinnic River Milwaukee Milwaukee County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1880 1898 Unknown 8 8 0 0 234 71.32 0 0 https://historicbridges.org/wisconsin/kinnickinnic/little_405_small.jpg https://historicbridges.org/wisconsin/kinnickinnic/little_405.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/kinnickinnic/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.013700,-87.904270
1816 Kidwell Bridge A one-lane structure, this is a fairly old, double span structure. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Duncan Construction Company of Marlinton, West Virginia. 39.532520 -80.890750 Elk Fork Road Pleasant Creek Kidwell (Rural) Tyler County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1918 0 Duncan Construction Company of Marlinton, West Virginia 5 6 50 15.24 108 32.92 15.4 4.69 https://historicbridges.org/wvirginia/kidwell/bkg_07march444_small.jpg https://historicbridges.org/wvirginia/kidwell/07march1196.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kidwell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.532520,-80.890750
1817 Kiemont Hill Road Bridge County Bridge Number 41 This is an significant example of a bridge built by one of the top bridge companies in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 41.678020 -76.251200 Kiemont Hill Road (TR-461) Wyalusing Creek Rural Bradford County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 1902 1956 Nelson and Buchanan of Chambersburg, Pennsylvania 7 8 175 53.34 181 55.17 15 4.57 https://historicbridges.org/pennsylvania/kiemont/bkg_newyork334_small.jpg https://historicbridges.org/pennsylvania/kiemont/newyork0986.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kiemont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.678020,-76.251200
1819 ! Kilburn Road Bridge This extremely unusual bridge is a steel truss that was reused by encasement with reinforced concrete. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (concrete encased) rivet-connected Warren pony truss, fixed. The bridge was primarily built by Pacific Construction Company. The bridge was primarily designed by D. M. McPhetres. 37.399220 -121.032490 Kilburn Road Orestimba Creek Rural Stanislaus County, California California United States Metal (Concrete Encased) Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1918 0 Pacific Construction Company D. M. McPhetres 7 8 60 18.29 62 18.9 19.7 6 https://historicbridges.org/california/kilburnroadbridge/little_day2_kilburnroadbridge01667_small.jpg https://historicbridges.org/california/kilburnroadbridge/little_day2_kilburnroadbridge01667.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/kilburnroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.399220,-121.032490
1821 Kimberton Road Bridge This tiny stone arch bridge has assymetrical railings. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.114290 -75.604890 Kimberton Road Branch Pickering Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/kimbertonrdwvincent/little_kimbertonrdwvincent2_small.jpg https://historicbridges.org/pennsylvania/kimbertonrdwvincent/little_kimbertonrdwvincent2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kimbertonrdwvincent/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.114290,-75.604890
1823 King Road Bridge A rare example of a multi-span concrete through girder, this bridge was once part of a major highway. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete through girder, fixed. The bridge was primarily built by Samuel Mills of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.263370 -87.092900 King Road (CR-280 and Old US-41) Whitefish River Rural Alger County, Michigan Michigan United States Concrete Through Girder Fixed 0 2 0 0 1919 0 Samuel Mills of Escanaba, Michigan Michigan State Highway Department 6 7 30.8 9.39 70 21.34 18 5.49 https://historicbridges.org/michigan/king/little_kingroadcr280_1241_small.jpg https://historicbridges.org/michigan/king/little_kingroadcr280_1241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/king/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.263370,-87.092900
1824 King Street Bridge Although a small example, open spandrel deck arch bridges like this are exceedingly rare in Ontario. The technical description of the main or most noteworthy span of the bridge is a 61.5 ft (18.75 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.300010 -78.555380 King Street (TC-7) Pigeon River Omemee Kawartha Lakes City, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1932 2011 Unknown 5 7 61.5 18.75 0 0 0 0 https://historicbridges.org/ontario/omemeekh7/little_p1570604_small.jpg https://historicbridges.org/ontario/omemeekh7/little_p1570604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/omemeekh7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.300010,-78.555380
1825 King Street Bridge This ancient bridge is half plate girder and half a rare pony truss design! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Charles Sproatt. 43.640480 -79.419660 Railroad (Go, Canadian National) King Street Toronto Toronto City, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 2 0 0 1888 1975 Hamilton Bridge Company of Hamilton, Ontario Charles Sproatt 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/kingstreet/little_kingstreet0230_small.jpg https://historicbridges.org/ontario/kingstreet/little_kingstreet0230.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.640480,-79.419660
1826 Martins Creek Viaduct Kingsley Bridge This bridge is the little brother to the Tunkhannock Viaduct, but is a very large bridge in its own right. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by F. M. Talbot Construction Company of New York, New York. 41.744540 -75.752700 Railroad (St Lawrence and Hudson / Norfolk Southern) Martins Creek Rural Susquehanna County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 10 0 0 1915 0 F. M. Talbot Construction Company of New York, New York 8 8 150 45.72 1600 487.68 0 0 https://historicbridges.org/pennsylvania/martinscreek/bkg_newyork403_small.jpg https://historicbridges.org/pennsylvania/martinscreek/newyork1149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/martinscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.744540,-75.752700
1829 KH-2 Westbound Fairchild Creek Bridge Colborne Street Bridge This is one of the few standard Ontario concrete bowstring arch bridges that has been preserved. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.154250 -80.164960 Colborne Street (CR-53 and CR-2) (Westbound Lanes) Fairchild Creek Rural Brant County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1931 0 Unknown 7 7 101.7 31 0 0 23.6 7.19 https://historicbridges.org/ontario/kh2westboundfairchildcreek/little_kh-2westboundfairchildcreek0601_small.jpg https://historicbridges.org/ontario/kh2westboundfairchildcreek/little_kh-2westboundfairchildcreek0601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh2westboundfairchildcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.154250,-80.164960
1832 KH-21 Bridge Ausable River Cut Bridge An example of late metal truss bridge construction, this bridge was restored. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.221630 -81.864260 KH-21 (Lakeshore Road) Ausable River Cut Lambton Shores Lambton County, Ontario Ontario Canada Metal Polygonal Warren Bolt-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1963 2005 Unknown 5 5 122 37.19 250 76.2 0 0 https://historicbridges.org/truss/kh21/little_rehab_img_0028_small.jpg https://historicbridges.org/truss/kh21/kh21mix.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kh21/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.221630,-81.864260
1833 L KH-35 Bridge This late example of a steel stringer bridge was having its original ornamental railings replaced with ugly modern railings. The technical description of the main or most noteworthy span of the bridge is a 85.3 ft (26 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.573350 -78.794120 KH-35 Rosedale River (Trent-Severn Waterway) Rural Kawartha Lakes City, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 Continuous 7 0 0 1963 2013 Unknown 1 1 85.3 26 557.7 169.99 0 0 https://historicbridges.org/ontario/kh35/little_kh35_4127_small.jpg https://historicbridges.org/ontario/kh35/little_kh35_4127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh35/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.573350,-78.794120
1834 KH-89 Bridge Cookstown Road Bridge One of a decreasing number of attractive overpass bridges on Highway 400. The technical description of the main or most noteworthy span of the bridge is a 108.3 ft (33.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.200330 -79.654740 KH-89 (Cookstown Road) KH-400 Rural Simcoe County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 5 4 108.3 33.01 0 0 0 0 https://historicbridges.org/ontario/kh89overpass/little_p1570759_small.jpg https://historicbridges.org/ontario/kh89overpass/little_p1570759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh89overpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.200330,-79.654740
1837 L KH-40 Bear Creek Bridge This bridge is larger and features slightly different design than other bridges on this stretch of road between Chatham and Wallaceburg. The technical description of the main or most noteworthy span of the bridge is a 36.1 ft (11 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.506780 -82.313280 KH-40 Bear Creek Rural Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1959 2011 Unknown 2 2 36.1 11 72.2 22.01 0 0 https://historicbridges.org/ontario/bearcreek/little_pict3241_small.jpg https://historicbridges.org/ontario/bearcreek/little_pict3241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bearcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.506780,-82.313280
1838 L KH-40 Big Creek Bridge #1 One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.472520 -82.270410 KH-40 (St. Clair Road) Big Creek Rural Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1959 2012 Unknown 2 2 39.4 12.01 0 0 0 0 https://historicbridges.org/ontario/bigcreek1/little_pict3229_small.jpg https://historicbridges.org/ontario/bigcreek1/little_pict3229.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.472520,-82.270410
1839 L KH-40 Big Creek Bridge #2 One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.476100 -82.274850 KH-40 (St. Clair Road) Big Creek Rural Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1959 2011 Unknown 2 2 39.4 12.01 0 0 0 0 https://historicbridges.org/ontario/bigcreek2/little_pict3083_small.jpg https://historicbridges.org/ontario/bigcreek2/little_pict3083.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.476100,-82.274850
1840 L KH-40 Big Creek Bridge #3 One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.477290 -82.276530 KH-40 (St. Clair Road) Big Creek Rural Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1959 2012 Unknown 2 2 45.6 13.9 0 0 0 0 https://historicbridges.org/ontario/bigcreek3/little_pict3097_small.jpg https://historicbridges.org/ontario/bigcreek3/little_pict3097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.477290,-82.276530
1841 L KH-40 Big Creek Bridge #4 One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.482450 -82.283050 KH-40 (St. Clair Road) Big Creek Rural Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1959 2011 Unknown 2 2 46 14.02 0 0 0 0 https://historicbridges.org/ontario/bigcreek4/little_pict3072_small.jpg https://historicbridges.org/ontario/bigcreek4/little_pict3072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.482450,-82.283050
1842 L KH-40 Big Creek Bridge #5 One of several nearby, nearly identical, KH-40 bridges; while individually undistinguished, together form a unique image of the past. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.489440 -82.291720 KH-40 (St. Clair Road) Big Creek Rural Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1960 2011 Unknown 2 2 46 14.02 0 0 0 0 https://historicbridges.org/ontario/bigcreek5/little_pict3064_small.jpg https://historicbridges.org/ontario/bigcreek5/little_pict3064.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigcreek5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.489440,-82.291720
1844 Kiger Hill Road Bridge This little pony truss has had its floor beams replaced and is missing its railing. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 39.771740 -80.142370 Kiger Hill Road Shannon Run Rural Greene County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1909 1995 Unknown 6 5 35 10.67 39 11.89 15 4.57 https://historicbridges.org/pennsylvania/kigerhillroad/little_kigerhillroad1263_small.jpg https://historicbridges.org/pennsylvania/kigerhillroad/little_kigerhillroad1263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kigerhillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.771740,-80.142370
1845 Kilbourn Bridge Iowa Bridge Number 328760 The first major state highway commission bridge, it is also a very large multi-span example of a pin-connected highway Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Ottumwa Supply and Construction Company of Ottumwa, Iowa. 40.800260 -91.970470 Lark Avenue Des Moines River Kilbourn Van Buren County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 9 6 0 2 1909 0 Ottumwa Supply and Construction Company of Ottumwa, Iowa 8 9 135 41.15 855.4 260.73 16.1 4.91 https://historicbridges.org/iowa/kilbourn/little_dscf6009_small.jpg https://historicbridges.org/iowa/kilbourn/little_dscf6009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/kilbourn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.800260,-91.970470
1846 King Road Bridge A relatively large arch span in scenic Buttermilk State park The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 42.410180 -76.514050 King Road Buttermilk Creek Rural Tompkins County, New York New York United States Stone Segmental Deck Arch Fixed 0 1 0 0 1929 0 Unknown 5 6 66 20.12 70 21.34 26.6 8.11 https://historicbridges.org/newyork/king/bkg_newyork723_small.jpg https://historicbridges.org/newyork/king/newyork2140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/king/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.410180,-76.514050
1847 King Street Bridge A rare example of a pin connected through truss in Ontario; carries a storm sewer underneath. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. 42.980430 -81.256690 King Street South Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 0 1897 2010 Central Bridge and Engineering Company of Peterborough, Ontario 7 8 0 0 213 64.92 0 0 https://historicbridges.org/truss/king/little_p1550407_small.jpg https://historicbridges.org/truss/king/little_p1550407.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/king/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980430,-81.256690
1850 Kingsford Railroad Bridge Chicago, Milwaukee, and St. Paul Railroad Menominee River Bridge With a shape that defies reality, this remarkable bridge is one of the most unusual arch bridges ever encountered. The technical description of the main or most noteworthy span of the bridge is a 207 ft (63.09 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Charles Frederick Loweth. 45.780500 -88.057310 Railroad (Escanaba and Lake Superior Railroad) Menominee River Near Kingsford Dickinson County, Michigan and Florence County, Wisconsin Michigan and Wisconsin United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 9 1 Metal Deck Girder Fixed 0 4 1902 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Charles Frederick Loweth 9 9 207 63.09 357 108.81 0 0 https://historicbridges.org/michigan/menomineeriversoolinerr/little_menomineeriversoolinerr_2706_small.jpg https://historicbridges.org/michigan/menomineeriversoolinerr/little_menomineeriversoolinerr_2706.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/menomineeriversoolinerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.780500,-88.057310
1851 Archer Avenue Bridge Kingery Highway Bridge One of a couple pleasingly complex 1930s Pennsylvania through truss bridges filled with complex geometry. The technical description of the main or most noteworthy span of the bridge is a 304.5 ft (92.81 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 41.696370 -87.936370 Archer Avenue (Kingery Highway, IL-83) Calumet Sag Channel Sag Bridge Cook County, Illinois Illinois United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Stringer (Multi-Beam) Fixed 0 4 1934 1997 Unknown 7 6 304.5 92.81 508 154.84 44 13.41 https://historicbridges.org/illinois/calsag/little_pict0963_small.jpg https://historicbridges.org/illinois/calsag/little_archeravenuecalsag1382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calsag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696370,-87.936370
1852 Kingery Highway Sanitary and Ship Canal Bridge This is an impressive Parker truss fixed span built in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 251 ft (76.5 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.701980 -87.939850 Kingery Highway (IL-83) Chicago Sanitary and Ship Canal Sag Bridge Cook County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Fixed 11 1 0 18 1934 1997 Unknown 6 6 251 76.5 1130.3 344.52 44 13.41 https://historicbridges.org/illinois/sr83/little_pict0994_small.jpg https://historicbridges.org/illinois/sr83/little_kingerysanitaryshipcanal1499.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sr83/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.701980,-87.939850
1853 Kinneville Bridge This early curved t-beam is also a rare Michigan example over water. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Brown Brothers of Lansing, Michigan. 42.465730 -84.568270 Kinneville Road Grand River Rural Ingham County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1952 0 Brown Brothers of Lansing, Michigan 5 5 53.8 16.4 135.8 41.39 24 7.32 https://historicbridges.org/michigan/kinneville/little_dscf1451_small.jpg https://historicbridges.org/michigan/kinneville/little_dscf1449.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kinneville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.465730,-84.568270
1854 Kinzie Street Bridge This unusual bascule bridge had three quarters of its superstructure replaced with new members. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by John J. Gallery. The bridge was primarily designed by City of Chicago. 41.889120 -87.639340 Kinzie Street North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Single Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1909 1999 John J. Gallery City of Chicago 7 7 136.2 41.51 195 59.44 36 10.97 https://historicbridges.org/truss/kinzie/little_p1160220_1_2_compressor_small.jpg https://historicbridges.org/truss/kinzie/little_p1160220_1_2_compressor.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kinzie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.889120,-87.639340
1857 Kirkfield Lift Lock While this is not a bridge it is a fascinating heritage structure that incorporates similar construction and engineering thinking as a truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected pony truss, movable: vertical lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Richard Birdsall Rogers. 44.589630 -78.989820 Trent-Severn Waterway Trent-Severn Waterway and Kirkfield Road Rural Kawartha Lakes City, Ontario Ontario Canada Metal Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 0 0 1907 1969 Dominion Bridge Company of Montréal, Québec Richard Birdsall Rogers 9 8 0 0 139.1 42.4 33.1 10.09 https://historicbridges.org/ontario/kirkfieldliftlock/little_p1570482_small.jpg https://historicbridges.org/ontario/kirkfieldliftlock/little_p1570482.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kirkfieldliftlock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.589630,-78.989820
1858 Kirks Ford Road Bridge Brown County Bridge 127 This riveted pony truss has a fairly heavy construction for its age. The technical description of the main or most noteworthy span of the bridge is a 77.4 ft (23.59 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.089420 -86.220750 Kirks Ford Road Middle Fork Salt Creek Rural Brown County, Indiana Indiana United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1915 0 Unknown 5 6 77.4 23.59 82 24.99 15.4 4.69 https://historicbridges.org/indiana/kirksfordbridge/little_kirksfordbridge4681_small.jpg https://historicbridges.org/indiana/kirksfordbridge/little_kirksfordbridge4681.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kirksfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.089420,-86.220750
1859 Kirkton Private Bridge This private driveway bridge is a rare example of a pin-connected truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 43.318810 -81.319260 Private Drive Fish Creek Kirkton Huron County, Ontario Ontario Canada Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/kirktonprivate/little_p1030314_small.jpg https://historicbridges.org/ontario/kirktonprivate/little_p1030314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kirktonprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.318810,-81.319260
1860 Kirtland Street Bridge While not visually interesting, this is an unusual concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.924180 -85.681110 Kirtland Street Plaster Creek Grand Rapids Kent County, Michigan Michigan United States Concrete T-Beam Fixed 0 2 0 0 1923 0 Unknown 1 1 21 6.4 42 12.8 26 7.92 https://historicbridges.org/michigan/kirtland/little_closedkirtlandplastercr18_small.jpg https://historicbridges.org/michigan/kirtland/little_closedkirtlandplastercr18.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kirtland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.924180,-85.681110
1861 Kittanning Bridge Citizens Bridge An impressive massive-membered Parker truss can be easily viewed from above. The technical description of the main or most noteworthy span of the bridge is a 406 ft (123.75 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.812490 -79.522650 Market Street (US-422 Business, PA-1038) Allegheny River Kittanning Armstrong County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 12 3 0 1 1932 2010 McClintic-Marshall Company of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 6 7 406 123.75 949.2 289.32 30.5 9.3 https://historicbridges.org/pennsylvania/kittanning/bkg_armstrong23_small.jpg https://historicbridges.org/pennsylvania/kittanning/armstrong092.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kittanning/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.812490,-79.522650
1862 ! Kivamaki Road Bridge A beautiful little truss bridge is a rare example of work by Continental Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Continental Bridge Company of Chicago and Peotone, Illinois. 46.253180 -87.090300 Kivamaki Road Whitefish River Rural Alger County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1910 0 Continental Bridge Company of Chicago and Peotone, Illinois 6 7 44 13.41 46 14.02 15 4.57 https://historicbridges.org/michigan/kivamaki/little_kivamakiroad_1172_small.jpg https://historicbridges.org/michigan/kivamaki/little_kivamakiroad_1172.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kivamaki/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.253180,-87.090300
1863 Klock Road Bridge This bridge tells an interesting story about Klock Road and Benton Harbor. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.123290 -86.464200 Klock Road Paw Paw River Benton Harbor Berrien County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 3 0 0 1955 0 Unknown Michigan State Highway Department 1 3 59.7 18.2 179.8 54.8 58 17.68 https://historicbridges.org/michigan/klock/bkg_07photos041_small.jpg https://historicbridges.org/michigan/klock/07photos076.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/klock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.123290,-86.464200
1866 Knights Landing Bridge This bridge with its notable camber is an uncommon example of a railing height truss bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal rivet-connected Warren railing height truss, movable: double leaf bascule. The bridge was primarily built by Rocca and Caletti of San Rafael, California. The bridge was primarily designed by Edward Von Geldern. 38.802350 -121.719960 CA-113 Sacramento River Knights Landing Sutter County, California and Yolo County, California California United States Metal Warren Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1933 1949 Rocca and Caletti of San Rafael, California Edward Von Geldern 6 6 208 63.4 407.2 124.11 24 7.32 https://historicbridges.org/california/knightslandingbridge/little_day3_knightsbridge02314_small.jpg https://historicbridges.org/california/knightslandingbridge/little_day3_knightsbridge02314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/knightslandingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.802350,-121.719960
1867 Knight Street Bridge A well maintained 1950s multi-span beam bridge. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.512800 -84.653970 Knight Street Grand River Eaton Rapids Eaton County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 3 0 0 1955 0 Raff and Dexter of Lansing, Michigan Michigan State Highway Department 1 3 68 20.73 165 50.29 24 7.32 https://historicbridges.org/beam/knight/little_p1390951_small.jpg https://historicbridges.org/beam/knight/little_p1390951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/knight/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.512800,-84.653970
1868 Knowlesville Bridge Bridge E-206 One of the longer spanning examples among the unique collection of Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 122.7 ft (37.4 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Thomas Crimmins Contracting Company of New York, New York. 43.242610 -78.310610 Knowlesville Road Erie Canal (New York State Barge Canal) Knowlesville Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1910 0 Thomas Crimmins Contracting Company of New York, New York 8 7 122.7 37.4 144.7 44.1 18.7 5.7 https://historicbridges.org/newyork/knowlesville/little_liftbr072_small.jpg https://historicbridges.org/newyork/knowlesville/little_liftbr072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/knowlesville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.242610,-78.310610
1871 Krausers Bridge This is one of several examples of unusual arch bridge in Chester County where the arch ring is brick and the spandrel wall is stone. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Nathan R. Rambo. 40.088940 -75.729810 Styer Road (Marshall Road) Marsh Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 2 0 0 1905 0 Unknown Nathan R. Rambo 7 7 20 6.1 48 14.63 15.7 4.79 https://historicbridges.org/pennsylvania/chester131krausers/little_bridge1316_small.jpg https://historicbridges.org/pennsylvania/chester131krausers/little_bridge1316.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester131krausers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.088940,-75.729810
1874 L Avenue Bridge Iowa Bridge Number 77840, Chicago NorthWestern Railroad Bridge Bridge 1657 A noteworthy example of a railroad-designed highway over railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.061020 -93.950610 L Avenue Railroad (Union Pacific) Rural Boone County, Iowa Iowa United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 6 0 0 Unknown 6 7 47 14.33 130 39.62 17.7 5.39 https://historicbridges.org/iowa/l_avenue/little_dscf6148_small.jpg https://historicbridges.org/iowa/l_avenue/little_dscf6148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/l_avenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.061020,-93.950610
1875 Lafayette Avenue East Channel Bridge Substructure The entire superstructure of this bridge was demolished and replaced, but the substructure and bridge tender house remains. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Owen-Ames-Kimball Company. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 43.579780 -83.899870 Lafayette Avenue (M-84 and M-13) East Channel Saginaw River Bay City Bay County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1938 1988 Owen-Ames-Kimball Company Hazelet and Erdal of Chicago, Illinois 1 1 185 56.39 508 154.84 30 9.14 https://historicbridges.org/michigan/m13m84east/little_p1320540_small.jpg https://historicbridges.org/michigan/m13m84east/little_p1320540.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m13m84east/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.579780,-83.899870
1876 Lafayette Avenue West Channel Bridge This unusual bridge is noted for its camber, built-up curved beams, and continuous design. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal continuous deck stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.580080 -83.903990 Lafayette Avenue (M-84 and M-13) West Channel Saginaw River Bay City Bay County, Michigan Michigan United States Metal Deck Stringer (Multi-Beam) Fixed 0 Continuous 6 0 0 1938 2005 Unknown 4 6 98 29.87 508 154.84 30 9.14 https://historicbridges.org/michigan/m13m84west/little_p1320521_small.jpg https://historicbridges.org/michigan/m13m84west/little_p1320521.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m13m84west/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.580080,-83.903990
1877 Lafayette Road Bridge Stone abutments contrast with a traditional riveted plate girder in this, one of several similar surviving bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal through girder, fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. 40.044360 -75.830550 Lafayette Road (TR-437) West Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1914 0 George Dole of Wilmington, Delaware Nathan R. Rambo 3 3 49 14.94 54 16.46 15.7 4.79 https://historicbridges.org/pennsylvania/chester254pratts/little_bridge254pratts002_small.jpg https://historicbridges.org/pennsylvania/chester254pratts/little_bridge254pratts002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester254pratts/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.044360,-75.830550
1879 Laramie Avenue Bridge This grade separation is noted for its unusually attractive aesthetic detailing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.915640 -87.755910 Railroad (Soo Line, Metra Milwaukee District West, and Metra North Central Service) Laramie Avenue Chicago Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 1 Concrete Slab Fixed 0 2 1953 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/illinois/laramierr/little_p1280910_small.jpg https://historicbridges.org/illinois/laramierr/little_p1280910.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laramierr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.915640,-87.755910
1881 Louisville and Nashville Murphy Branch Bridge This very interesting truss bridge is a very lightly built railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.906660 -84.287030 Railroad (Louisville and Nashville Railroad) Toccoa River Rural Fannin County, Georgia Georgia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/georgia/toccoarr/little_dsc_4722_small.jpg https://historicbridges.org/georgia/toccoarr/little_dsc_4722.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/toccoarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.906660,-84.287030
1883 La Salle Street Bridge Marshall Suloway Bridge Similar to the Clark Street Bridge, this exceptionally elaborate and beautiful bridge serves a significant downtown Chicago street. The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887580 -87.632530 La Salle Street Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1928 0 Strobel Steel Construction Company of Chicago, Illinois City of Chicago 8 8 242 73.76 347 105.77 56 17.07 https://historicbridges.org/truss/lasalle/dscf3501_small.jpg https://historicbridges.org/truss/lasalle/little_dscf3501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lasalle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887580,-87.632530
1884 La Salle Street Overpass This structure is noteworthy as a remnant of a former tunnel in Chicago. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.888540 -87.632530 La Salle Street Carroll Avenue Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 0 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/illinois/lasalletunnel/little_p1160512_small.jpg https://historicbridges.org/illinois/lasalletunnel/little_p1160512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lasalletunnel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888540,-87.632530
1886 Lahring Road Bridge This bridge is among the oldest and most historically intact bridges on US-23 The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.841060 -83.736480 Lahring Road US-23 Rural Genesee County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 4 0 0 1957 1994 Unknown Michigan State Highway Department 1 3 63 19.2 238 72.54 26 7.92 https://historicbridges.org/michigan/lahring/bkg_lahring5_small.jpg https://historicbridges.org/michigan/lahring/lahring02.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lahring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.841060,-83.736480
1889 Lake Leelanau Narrows Bridge Associated with the development of Michigan tourism and funded by Depression programs, this is one of the only historic bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Hillding Construction Company. The bridge was primarily designed by Michigan State Highway Department. 44.981440 -85.711710 Philip Street (M-204) Lake Leelanau Narrows Lake Leelanau Leelanau County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1939 0 Hillding Construction Company Michigan State Highway Department 3 7 59.7 18.2 170 51.82 30.8 9.39 https://historicbridges.org/michigan/leelanau/little_p1020822_small.jpg https://historicbridges.org/michigan/leelanau/little_p1020822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/leelanau/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.981440,-85.711710
1890 ! Lake-Woodbine Bridge This beautiful historic concrete arch bridge will be demolished and replaced with an ugly, modern bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.257460 -87.824260 Lake Road Ravine Lake Forest Lake County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1912 1978 Unknown 6 6 40 12.19 106 32.31 18 5.49 https://historicbridges.org/illinois/lakeroad/little_lakeroad2232_small.jpg https://historicbridges.org/illinois/lakeroad/little_lakeroad2232.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lakeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.257460,-87.824260
1892 Lake Street Des Plaines River Bridge Although missing original railings, this is a rare example of a concrete arch bridge in Cook County. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.888360 -87.832680 Lake Street (Old US-20) Des Plaines River Maywood Cook County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1931 0 Unknown 3 4 55 16.76 225 68.58 48 14.63 https://historicbridges.org/illinois/lakedesplaines/little_img_1600_small.jpg https://historicbridges.org/illinois/lakedesplaines/little_img_1600.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lakedesplaines/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888360,-87.832680
1893 Lake Street Railroad Overpass An example of a wood and steel combination bridge. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.403610 -86.348880 Railroad (Rail-Trail) Lake Street Whitehall Muskegon County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 1930 0 Unknown 1 2 23 7.01 88.6 27.01 0 0 https://historicbridges.org/michigan/whitehalllake/little_whitehallrrlake7_small.jpg https://historicbridges.org/michigan/whitehalllake/little_whitehallrrlake7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitehalllake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.403610,-86.348880
1894 Lake Street Bridge A virtual tour of the bridge house and machinery room is available for this double-deck bascule bridge that carries CTA L trains on an upper deck. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Warren through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.885556 -87.638056 Lake Street and Railroad (Chicago Transit Authority "L" Green and Pink Lines) South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1916 1995 Ketler-Elliott Company of Chicago, Illinois City of Chicago 8 8 245 74.68 333 101.5 38 11.58 https://historicbridges.org/truss/lake/little_pict1515_small.jpg https://historicbridges.org/truss/lake/little_pict1515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.885556,-87.638056
1895 Lake Shore Drive Bridge Outer Drive Bridge This enormous record-breaking bascule bridge carries traffic on a double-deck! The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.888440 -87.614080 Lake Shore Drive (US-41) Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1937 0 Ketler-Elliott Company of Chicago, Illinois City of Chicago 8 8 264 80.47 356 108.51 80.7 24.6 https://historicbridges.org/truss/us41/little_p1290898_small.jpg https://historicbridges.org/truss/us41/little_p1290898.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/us41/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888440,-87.614080
1896 Old Lake Shore Drive Bridge Old M-26 Bridge This bypassed and preserved bridge is one of only a few highway deck truss bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 47.412280 -88.296950 Lake Shore Drive (Old M-26) Eagle River Eagle River Keweenaw County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1915 1990 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 8 105 32 139 42.37 17 5.18 https://historicbridges.org/michigan/eagleriveroldm26/little_eagleriveroldm26_4187_small.jpg https://historicbridges.org/michigan/eagleriveroldm26/little_eagleriveroldm26_4187.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eagleriveroldm26/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.412280,-88.296950
1898 Lake Ontelaunee Bridge West Shore Drive Bridge This beautiful bridge was allowed to deteriorate and then closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 115.2 ft (35.11 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.471310 -75.920610 West Shore Drive (PA-1003) Lake Ontelaunee Rural Berks County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1927 0 Unknown 6 7 115.2 35.11 403 122.83 19.7 6 https://historicbridges.org/pennsylvania/lakeontelaunee/little_dscf0704_small.jpg https://historicbridges.org/pennsylvania/lakeontelaunee/little_dscf0704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lakeontelaunee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471310,-75.920610
1899 Lake Shore Drive Bridge This bridge appears to be a very old example of a concrete girder bridge. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) concrete 40 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.477230 -89.949150 Lake Shore Drive Bridge South Branch Little Black River Wakefield Gogebic County, Michigan Michigan United States Concrete 40 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 7 7 37.7 11.49 40 12.19 22 6.71 https://historicbridges.org/michigan/wakefield/main_small.jpg https://historicbridges.org/michigan/wakefield/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wakefield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.477230,-89.949150
1900 Lake Superior and Ishpeming Railroad Overpass This bridge carries a railroad over a railroad. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.538030 -87.494260 Railroad (Lake Superior and Ishpeming) Railroad (Duluth Southshore and Atlantic) Rural Marquette County, Michigan Michigan United States Metal Through Girder Fixed 0 2 Metal Deck Girder 0 1 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/michigan/rrbridgenearus41/little_rrbridgenearus41_4719_small.jpg https://historicbridges.org/michigan/rrbridgenearus41/little_rrbridgenearus41_4719.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rrbridgenearus41/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.538030,-87.494260
1901 Lake Superior and Ishpeming Railroad Overpass This bridge is a late example of a plate girder overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal through girder, fixed. The bridge was primarily built by Unknown. 46.539090 -87.494860 Railroad (Lake Superior and Ishpeming) US-41 Rural Marquette County, Michigan Michigan United States Metal Through Girder Fixed 0 2 0 0 1956 0 Unknown 1 1 43 13.11 86 26.21 0 0 https://historicbridges.org/michigan/us41rroverpass/little_us41rroverpass_4546_small.jpg https://historicbridges.org/michigan/us41rroverpass/little_us41rroverpass_4546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41rroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.539090,-87.494860
1902 ! La Salle Drive Overpass This attractive bridge was an early limited access highway structure, and being in a park setting, aesthetics were a concern. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 41.912920 -87.626350 Lake Shore Drive (US-41) La Salle Drive (IL-64) Chicago Cook County, Illinois Illinois United States Concrete Rigid-Frame Fixed 0 1 0 0 1940 1966 Unknown 7 7 83 25.3 83 25.3 100 30.48 https://historicbridges.org/illinois/lakeshoreoverpass/little_dscf2693_small.jpg https://historicbridges.org/illinois/lakeshoreoverpass/little_dscf2693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lakeshoreoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.912920,-87.626350
1903 Lakeshore Road Bridge Welland Canal Bridge #1 A good example of a through plate girder bascule bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 43.215960 -79.212940 Lakeshore Road and Railroad (Abandoned) Welland Canal Rural Niagara Region, Ontario Ontario Canada Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/other/lakeshore/little_pict6810_small.jpg https://historicbridges.org/other/lakeshore/little_pict6810.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/lakeshore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.215960,-79.212940
1904 Lamberton Street Bridge This is an odd little pedestrian foot bridge at the end of a vehicular roadway. The technical description of the main or most noteworthy span of the bridge is a concrete stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.017820 -85.652560 Lamberton Street Lamberton Creek Grand Rapids Kent County, Michigan Michigan United States Concrete Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/lamberton/little_lambertonpedbridge3_small.jpg https://historicbridges.org/michigan/lamberton/little_lambertonpedbridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lamberton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.017820,-85.652560
1905 ! Lambert Bridge This nice looking bridge is feasible to rehabilitate, but instead will be demolished and replaced! The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.654020 -122.927460 Lambert Bridge Road Dry Creek Rural Sonoma County, California California United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 1915 0 American Bridge Company of New York, New York 7 7 185 56.39 190 57.91 16.4 5 https://historicbridges.org/california/lambertbridgeroad/little_day5_lambertbridgeroad06600_small.jpg https://historicbridges.org/california/lambertbridgeroad/little_day5_lambertbridgeroad06600.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/lambertbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.654020,-122.927460
1908 Lancaster Avenue Railroad Overpass This railroad overpass has a very strange shape since it deals with a heavy skew in an unusual manner. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.043750 -75.521440 Railroad (SEPTA Paoli-Thorndale Line) Lancaster Avenue (US-30) Malvern Chester County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rt30malvern/little_rt30malvern015_small.jpg https://historicbridges.org/pennsylvania/rt30malvern/little_rt30malvern015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt30malvern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043750,-75.521440
1909 L Landenberg Road Bridge Built by a local bridge builder, this historic bridge was replaced, but the trusses were placed on top of the replacement bridge as decoration. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Schuylkill Bridge Company of Phoenixville, Pennsylvania. 39.778020 -75.771210 Landenberg Road East Branch White Clay Creek Landenberg Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1899 1991 Schuylkill Bridge Company of Phoenixville, Pennsylvania 6 6 79 24.08 82 24.99 18.4 5.61 https://historicbridges.org/pennsylvania/landenberg/little_bridgeatlandenberg1_small.jpg https://historicbridges.org/pennsylvania/landenberg/little_bridgeatlandenberg1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/landenberg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.778020,-75.771210
1910 Landers Corners Bridge This impressive structure had a modern loadbearing arch added. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.423500 -75.948640 Landers Corners Road Bridge Otselic River Rural Cortland County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1890 1985 Groton Bridge Company of Groton, New York 7 7 155 47.24 158.8 48.4 11.8 3.6 https://historicbridges.org/newyork/landerscorners/bkg_newyork580_small.jpg https://historicbridges.org/newyork/landerscorners/newyork1703.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/landerscorners/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.423500,-75.948640
1911 Landis Road Bridge Iowa Bridge Number 207520 A well-preserved multi-span example of a regional Iowa bridge builder. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. 42.072040 -91.229650 Landis Road Wapsipinicon River Rural Jones County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 Metal Stringer (Multi-Beam) Fixed 0 2 1909 0 Clinton Bridge and Iron Works of Clinton, Iowa 7 7 100 30.48 245 74.68 15.7 4.79 https://historicbridges.org/iowa/landis/little_dscf6380_small.jpg https://historicbridges.org/iowa/landis/little_dscf6380.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/landis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.072040,-91.229650
1912 Langstaff Bridge This bridge once served, a highway, which more recently was turned into a trail, and even more recently was washed away near this bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 43.804850 -79.582570 Langstaff Road (Old Alignment) East Humber River Vaughan York Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1923 0 Unknown Frank Barber of Toronto, Ontario 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/langstaff/little_langstaff4746_7_8_fused_small.jpg https://historicbridges.org/ontario/langstaff/little_langstaff4746_7_8_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/langstaff/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.804850,-79.582570
1913 Lansing Railroad Bridge This plate girder has long spans and large girders. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.739480 -84.548830 Railroad (Rail-Trail) Grand River Lansing Ingham County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/michigan/lansingrr/little_dscf1884_small.jpg https://historicbridges.org/michigan/lansingrr/little_dscf1884.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.739480,-84.548830
1916 Lapham Road Bridge This Merritt Parkway bridge is not historic and it replaced a previous historic Merritt Parkway bridge. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) non-historic, fixed. The bridge was primarily built by Unknown. 41.116580 -73.493660 Lapham Road Merritt Parkway (CT-15) New Canaan Fairfield County, Connecticut Connecticut United States Non-Historic Fixed 0 1 0 0 1937 1989 Unknown 0 0 62 18.9 73.2 22.31 30 9.14 https://historicbridges.org/connecticut/lapham/little_img_2176_small.jpg https://historicbridges.org/connecticut/lapham/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/lapham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116580,-73.493660
1917 LaPorte Street Bridge This foot bridge is so extremely unusual that its design may look like a truss bridge, but it functions as a suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana, W. B. Bassett, Agent. 41.340220 -86.304420 LaPorte Street (Pedestrian Walkway) Yellow River Plymouth Marshall County, Indiana Indiana United States Metal Eyebar Chain Suspension Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 5 1898 2022 Rochester Bridge Company of Rochester, Indiana, W. B. Bassett, Agent 8 9 100 30.48 176.8 53.89 5.6 1.71 https://historicbridges.org/indiana/plymouthlaporte/little_p1380486_small.jpg https://historicbridges.org/indiana/plymouthlaporte/little_p1380486.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthlaporte/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.340220,-86.304420
1918 La Salle Avenue Bridge St. Joseph County Bridge 210 One of the oldest of the South Bend arch bridges, this is a noteworthy example of Melan arch reinforcing. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Marsh Engineering Company of Des Moines, Iowa. 41.679130 -86.249110 La Salle Avenue St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1907 2006 Marsh Engineering Company of Des Moines, Iowa 7 7 78.7 23.99 279 85.04 50.2 15.3 https://historicbridges.org/indiana/lasalle/little_p1810135_small.jpg https://historicbridges.org/indiana/lasalle/little_p1810135.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lasalle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.679130,-86.249110
1919 Larabee Railroad Bridge This is an attractive railroad through truss bridge with traditional composition. The technical description of the main or most noteworthy span of the bridge is a 151.8 ft (46.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 41.901680 -78.384850 Railroad (Conrail) Allegheny River Rural (Larabee) McKean County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 15 1900 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 6 7 151.8 46.27 0 0 0 0 https://historicbridges.org/pennsylvania/larabee/little_p1420623_small.jpg https://historicbridges.org/pennsylvania/larabee/little_p1420623.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/larabee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.901680,-78.384850
1921 Larimer Bridge This bridge with its heavy skew has been painted an eye-catching yellow. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.343850 -79.724640 Water Street (PA-993) Brush Creek Larimer Westmoreland County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1937 2010 Unknown Pennsylvania State Highway Department 5 5 146 44.5 147 44.81 21 6.4 https://historicbridges.org/pennsylvania/larimer/little_p1470890_small.jpg https://historicbridges.org/pennsylvania/larimer/little_p1470890.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/larimer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.343850,-79.724640
1922 Lattins Farm Drive Bridge Bridge E-201 This bridge stands out among the vast collection of Erie Canal historic bridges as unlike most of the other bridges. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.247770 -78.211940 Lattins Farm Drive Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 10 3 0 0 1911 0 Unknown 6 6 94 28.65 219 66.75 10.8 3.29 https://historicbridges.org/newyork/lattinsfarmdrive/little_liftbr058_small.jpg https://historicbridges.org/newyork/lattinsfarmdrive/little_img_3699.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lattinsfarmdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.247770,-78.211940
1923 Laughery Creek Road Bridge This small pony truss has been bypassed and abandoned and is noted for decorative finials on its railings. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.026450 -84.896620 Laughery Creek Road (Abandoned Alignment) Laughery Creek Branch Rural Dearborn County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1917 0 Unknown 6 6 39 11.89 41 12.5 15.7 4.79 https://historicbridges.org/indiana/oldlaugherycreekroad/little_oldlaugherycreekroad4252_small.jpg https://historicbridges.org/indiana/oldlaugherycreekroad/little_oldlaugherycreekroad4252.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldlaugherycreekroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.026450,-84.896620
1924 Laurel Bridge An attractive truss bridge that deserves to be rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Brookville Bridge Company of Brookville, Ohio. 37.300770 -84.160100 KY-490 (South Upper River Road) Rockcastle River Rural Laurel County, Kentucky, and Rockcastle County, Kentucky Kentucky United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 0 0 1922 0 Brookville Bridge Company of Brookville, Ohio 6 6 202 61.57 207 63.09 19 5.79 https://historicbridges.org/kentucky/ky490rockcastleriver/little_dsc_4975_small.jpg https://historicbridges.org/kentucky/ky490rockcastleriver/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/ky490rockcastleriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.300770,-84.160100
1925 ! Laurier Line Bridge This is a locally rare example of a concrete girder bridge, and the bridge also retains original railings. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. 44.022830 -81.707320 Laurier Line 18 Mile Creek Rural Huron County, Ontario Ontario Canada Concrete Deck Girder Fixed 0 3 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/laurierline/little_p1010875_small.jpg https://historicbridges.org/ontario/laurierline/little_p1010875.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/laurierline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.022830,-81.707320
1926 ! Lawrence Avenue Overpass This bridge is one of two similar bridges on this section of Lake Shore Drive, and both appear to have been altered. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.969370 -87.648040 Lake Shore Drive (US-41) Lawrence Avenue Chicago Cook County, Illinois Illinois United States Concrete T-Beam Fixed 0 1 Concrete Slab Fixed 0 2 1933 0 Unknown 3 5 55.8 17.01 96 29.26 124 37.8 https://historicbridges.org/illinois/lawrence/little_dscf2936_small.jpg https://historicbridges.org/illinois/lawrence/little_dscf2936.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lawrence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.969370,-87.648040
1927 Lawton Park Footbridge This is a rare example of a 20th Century pedestrian footbridge that follows a bowstring design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. 41.089280 -85.135760 Pedestrian Walkway Spy Run Creek Fort Wayne Allen County, Indiana Indiana United States Metal Bowstring Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/indiana/lawtonparkspyruncreekbridge/little_lawtonparkspyruncreekbridge1455_small.jpg https://historicbridges.org/indiana/lawtonparkspyruncreekbridge/little_lawtonparkspyruncreekbridge1455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lawtonparkspyruncreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.089280,-85.135760
1931 Leechburg Bridge The pleasingly complex geometry of this bridge forms a gateway into Leechburg. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.625840 -79.608690 Third Street (PA-4093) Kiskiminetas River Leechburg Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 11 1 Metal Through Girder Fixed 0 4 1935 1984 Unknown Pennsylvania State Highway Department 6 6 340 103.63 669 203.91 32.2 9.81 https://historicbridges.org/pennsylvania/leechburg/bkg_swpenn0673_small.jpg https://historicbridges.org/pennsylvania/leechburg/swpenn071066.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leechburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.625840,-79.608690
1932 Leechburg Bridge North This skewed bridge offers striking views from beside the bridge. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.634710 -79.608980 Mill Bridge Road Kiskiminetas River Leechburg Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 4 Metal Stringer (Multi-Beam) Fixed 0 2 1938 1992 Unknown Pennsylvania State Highway Department 6 5 149 45.42 704 214.58 21.7 6.61 https://historicbridges.org/pennsylvania/leechburgnorth/bkg_swpenn0684_small.jpg https://historicbridges.org/pennsylvania/leechburgnorth/swpenn071126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leechburgnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.634710,-79.608980
1934 Leeds Bridge Mohican Trail Bridge This ancient stone arch appears to have been reconstructed with a load-bearing concrete arch structure. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.256000 -73.904360 Mohican Trail (CR-23B) Catskill Creek Leeds Greene County, New York New York United States Stone Semicircular Deck Arch Fixed 0 4 0 0 1825 1937 Unknown 5 6 55.8 17.01 239 72.85 30.2 9.2 https://historicbridges.org/newyork/mohican/little_p1080220_small.jpg https://historicbridges.org/newyork/mohican/little_p1080220.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mohican/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.256000,-73.904360
1935 Leesburg Station Road Bridge An extremely narrow and uncommon massive-member Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.142660 -80.239890 Leesburg Station Road (PA-2002) Neshannock Creek Rural Mercer County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1927 1990 Unknown 6 6 92 28.04 95 28.96 11.8 3.6 https://historicbridges.org/pennsylvania/leesburg/little_pict7780_small.jpg https://historicbridges.org/pennsylvania/leesburg/little_pict7780.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leesburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.142660,-80.239890
1936 Leesport Bridge Wall Street Bridge An attractive, traditional example of a concrete arch bridge, with uncommon pole railings. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Whitaker and Diehl of Harrisburg, Pennsylvania. 40.445530 -75.968360 Wall Street (PA-1003) Schuylkill River Leesport Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1915 1955 Whitaker and Diehl of Harrisburg, Pennsylvania 6 6 67 20.42 213 64.92 24 7.32 https://historicbridges.org/pennsylvania/leesport/little_dscf0653_small.jpg https://historicbridges.org/pennsylvania/leesport/little_dscf0653.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leesport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.445530,-75.968360
1938 ! Leger Road Bridge SR 4019 Bridge PennDOT chose to demolish this unique truss bridge along with its ornate cast iron railing posts. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Pennsylvania Railroad. 40.359000 -79.739980 Leger Road (PA-4019) Railroad (Norfolk Southern) Ardara Westmoreland County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 2 1902 0 American Bridge Company of New York, New York Pennsylvania Railroad 5 6 63 19.2 120 36.58 15.7 4.79 https://historicbridges.org/pennsylvania/leger/little_p1470957_small.jpg https://historicbridges.org/pennsylvania/leger/little_p1470957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leger/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.359000,-79.739980
1939 Leger Road Brush Creek Bridge This is an early surviving example of a concrete arch bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. Geary and C. F. Murray. 40.358390 -79.742610 Leger Road (PA-4019) Brush Creek Rural Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1909 0 H. Geary and C. F. Murray 6 7 61 18.59 65 19.81 13.5 4.11 https://historicbridges.org/pennsylvania/leger2/little_p1470975_small.jpg https://historicbridges.org/pennsylvania/leger2/little_p1470975.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leger2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.358390,-79.742610
1940 LeGore Bridge This large stone bridge is the only one of its kind in the county. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) stone Segmental deck arch, fixed. The bridge was primarily built by James William LeGore. 39.580900 -77.313580 LeGore Bridge Road Monocacy River Rural Frederick County, Maryland Maryland United States Stone Segmental Deck Arch Fixed 0 5 0 0 1903 1981 James William LeGore 7 8 63 19.2 248 75.59 18.4 5.61 https://historicbridges.org/maryland/legore/little_img_1334_small.jpg https://historicbridges.org/maryland/legore/little_img_1334.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/legore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.580900,-77.313580
1943 ! Lehman Bridge 5th Avenue Bridge This was a small concrete slab that for its size was richly decorated in railings and plaques. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete slab, fixed. The bridge was primarily built by Jaicks Brothers of River Forest, Illinois. The bridge was primarily designed by H. C. Taylor. 41.899660 -87.839730 5th Avenue Silver Creek Maywood Cook County, Illinois Illinois United States Concrete Slab Fixed 0 1 0 0 1929 0 Jaicks Brothers of River Forest, Illinois H. C. Taylor 3 4 29 8.84 32.2 9.81 44 13.41 https://historicbridges.org/illinois/5thmelrosepark/little_eastside2_small.jpg https://historicbridges.org/illinois/5thmelrosepark/little_eastside2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/5thmelrosepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899660,-87.839730
1944 Leith Street Bridge This arch bridge has been severely altered. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.042890 -83.675480 Leith Street Flint River Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 0 1967 Unknown 2 2 85 25.91 169 51.51 0 0 https://historicbridges.org/michigan/leith/little_dscf3055_small.jpg https://historicbridges.org/michigan/leith/little_dscf3055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/leith/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.042890,-83.675480
1947 Lenape Bridge This is one of the longest stone arch bridges in a county with a large number of stone arch bridges. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.914440 -75.630560 Lanape Road (PA-52) Brandywine Creek Floodplain Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 7 0 0 1912 1980 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 8 8 44 13.41 308 93.88 21 6.4 https://historicbridges.org/pennsylvania/chester87lenape/little_lenape1_small.jpg https://historicbridges.org/pennsylvania/chester87lenape/little_lenape1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester87lenape/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.914440,-75.630560
1948 Leonard Street Bridge This rare form of railroad bridge has been abandoned and forgotten. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. 41.023333 -78.408333 Leonard Street (Abandoned Extension) Railroad (Norfolk Southern) Near Clearfield Clearfield County, Pennsylvania Pennsylvania United States Metal Howe Rivet-Connected Pony Truss Fixed 0 1 0 0 1902 0 Unknown 7 7 87 26.52 90 27.43 12.8 3.9 https://historicbridges.org/pennsylvania/leonard/little_pict8924_small.jpg https://historicbridges.org/pennsylvania/leonard/little_pict8924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/leonard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.023333,-78.408333
1949 Lesher Road Bridge This small pony truss was spared demolition by adding a load-bearing stringer bridge on top of the truss deck. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 41.519620 -79.585330 Lesher Road (TR-614) Pithole Creek Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1897 1997 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 5 5 61 18.59 72 21.95 10.8 3.29 https://historicbridges.org/pennsylvania/lesher/little_dscf9788_small.jpg https://historicbridges.org/pennsylvania/lesher/little_dscf9788.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lesher/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.519620,-79.585330
1951 Lewis Street Bridge This bridge displays a less common form of railing that most stringers from this period in Michigan. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.236389 -84.391111 Lewis Street Grand River Jackson Jackson County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1936 0 Unknown 1 2 46 14.02 49.2 15 23 7.01 https://historicbridges.org/michigan/lewisgrand/little_dscf2422_small.jpg https://historicbridges.org/michigan/lewisgrand/little_dscf2422.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lewisgrand/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.236389,-84.391111
1952 Lewiston Queenston Bridge This very large bridge is similar to the Rainbow Bridge also on this river, but there are also noteworthy differences. The technical description of the main or most noteworthy span of the bridge is a 1000 ft (304.8 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 43.153010 -79.044440 KH-405 and I-190 Niagara River, Robert Moses Parkway, and Niagara Parkway Queenston and Lewiston Niagara Region, Ontario and Niagara County, New York Ontario and New York Canada and United States Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 Metal Deck Girder Fixed 0 7 1962 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Waddell and Hardesty of New York, New York 6 6 1000 304.8 1600 487.68 48 14.63 https://historicbridges.org/ontario/lewistonqueenston/little_lewistonqueenston0146_small.jpg https://historicbridges.org/ontario/lewistonqueenston/little_lewistonqueenston0146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/lewistonqueenston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.153010,-79.044440
1953 Lexington Avenue Bridge Elkhart County Bridge 367 A three span arch bridge in Elkhart that has been maintained well. The technical description of the main or most noteworthy span of the bridge is a 80.7 ft (24.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by M. E. White Company of Chicago, Illinois. The bridge was primarily designed by William S. Moore. 41.684080 -85.980970 Lexington Avenue St. Joseph River Elkhart Elkhart County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 2002 M. E. White Company of Chicago, Illinois William S. Moore 6 6 80.7 24.6 267.7 81.59 44 13.41 https://historicbridges.org/other/lexington/little_lexington548_small.jpg https://historicbridges.org/other/lexington/little_lexington548.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/lexington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.684080,-85.980970
1954 Lexington Parkway Bridge One of two extremely rare examples of a Melan arch in Como park, this example has a stone facing. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by William S. Hewett and Company of Minneapolis, Minnesota. 44.978600 -93.146900 Lexington Parkway Railroad (Abandoned Streetcar) St. Paul Ramsey County, Minnesota Minnesota United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 0 1904 0 William S. Hewett and Company of Minneapolis, Minnesota 8 8 38.7 11.8 47 14.33 36.4 11.09 https://historicbridges.org/minnesota/comoparklexingtonparkway/little_comoparklexingtonparkway4169_small.jpg https://historicbridges.org/minnesota/comoparklexingtonparkway/little_comoparklexingtonparkway4169.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/comoparklexingtonparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978600,-93.146900
1955 Lexington Parkway Railroad Overpass This is an early, unaltered, and nicely decorated concrete arch overpass. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.973550 -93.146560 Railroad (BNSF) Lexington Parkway St. Paul Ramsey County, Minnesota Minnesota United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1907 0 Unknown 6 6 50 15.24 110 33.53 0 0 https://historicbridges.org/minnesota/lexingtonparkwayrroverpass/little_lexingtonparkwayrroverpass4215_small.jpg https://historicbridges.org/minnesota/lexingtonparkwayrroverpass/little_lexingtonparkwayrroverpass4215.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/lexingtonparkwayrroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.973550,-93.146560
1956 Liberty Bridge A massive cantilevered deck truss span is one of the core downtown historic bridges. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Independent Bridge Company of Pittsburgh, Pennsylvania. 40.432890 -79.996680 Crosstown Boulevard (Liberty Avenue) Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Deck Truss Fixed 18 Cantilever 4 Metal Pratt Rivet-Connected Deck Truss Fixed 10 12 1928 1983 Independent Bridge Company of Pittsburgh, Pennsylvania 8 7 450 137.16 2663 811.68 56 17.07 https://historicbridges.org/pennsylvania/liberty/little_dscf6021_small.jpg https://historicbridges.org/pennsylvania/liberty/little_dscf6021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/liberty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.432890,-79.996680
1957 Liberty Mt. Vernon Road Bridge This concrete arch bridge has some unusual railings that appear to at least be partly altered. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.357460 -82.815970 Liberty Mt. Vernon Road (CR-15) Big Walnut Creek Rural Morrow County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1924 0 Unknown 4 5 45 13.72 119 36.27 18 5.49 https://historicbridges.org/ohio/cr15_5931495/little_cr15_5931495_923_small.jpg https://historicbridges.org/ohio/cr15_5931495/little_cr15_5931495_923.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr15_5931495/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.357460,-82.815970
1958 Life Guard Road Bridge This small stringer bridge features an odd railing design that appears to be unique to Muskegon County. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.377350 -86.422900 Life Guard Road Sadony Bayou Rural Muskegon County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 1 27 8.23 30.8 9.39 18 5.49 https://historicbridges.org/michigan/lifeguard/little_lifeguardrdsadonybayou10_small.jpg https://historicbridges.org/michigan/lifeguard/little_lifeguardrdsadonybayou10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lifeguard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.377350,-86.422900
1961 Lillooet Old Bridge This old suspension bridge was bypassed and has been preserved for non-vehicular use. The technical description of the main or most noteworthy span of the bridge is a 345 ft (105.16 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 50.711570 -121.911250 Old Bridge Road Fraser River Lillooet Squamish-Lillooet District, British Columbia British Columbia Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1913 0 Unknown Waddell and Harrington of Kansas City, Missouri 8 8 345 105.16 528 160.93 0 0 https://historicbridges.org/britishcolumbia/lillooet/little_lillooetoldbridge8edited_small.jpg https://historicbridges.org/britishcolumbia/lillooet/little_lillooetoldbridge8edited.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/lillooet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.711570,-121.911250
1962 Lillooet Railway Bridge This railway truss bridge is located in a very scenic location. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 50.717730 -121.913800 Railroad (Canadian National) Fraser River Lillooet Squamish-Lillooet District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 Continuous (Straight Chords) 2 Metal Deck Girder Fixed 0 3 1931 0 Dominion Bridge Company of Montréal, Québec 6 6 300 91.44 820 249.94 0 0 https://historicbridges.org/britishcolumbia/lillooetrr/little_4957979681_fdd1f9b0fbcnraillillooetfraserriverbridge_o_small.jpg https://historicbridges.org/britishcolumbia/lillooetrr/little_4957979681_fdd1f9b0fbcnraillillooetfraserriverbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/lillooetrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.717730,-121.913800
1964 Limekiln Pike Bridge This ancient stone arch bridge carries traffic its builders could not have possibly imagined in their wildest dreams. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.237720 -75.191400 Limekiln Pike (PA-152) Neshaminy Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1838 1969 Unknown 9 8 20 6.1 43 13.11 24.3 7.41 https://historicbridges.org/pennsylvania/limekiln/little_15769_limekilnpikeoverneshamimycreek_onwestsidelookingatarches3_small.jpg https://historicbridges.org/pennsylvania/limekiln/little_15769_limekilnpikeoverneshamimycreek_onwestsidelookingatarches3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/limekiln/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.237720,-75.191400
1965 Lincoln Avenue Bridge Elkhart County Bridge 408 A beautifully designed arch bridge that retains excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 64.3 ft (19.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Rieth-Riley Construction Company of Goshen, Indiana. The bridge was primarily designed by William S. Moore. 41.586380 -85.841160 Lincoln Avenue Elkhart River Goshen Elkhart County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1927 1982 Rieth-Riley Construction Company of Goshen, Indiana William S. Moore 6 7 64.3 19.6 237 72.24 43.6 13.29 https://historicbridges.org/indiana/lincoln/little_dscf3727_small.jpg https://historicbridges.org/indiana/lincoln/little_dscf3727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lincoln/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.586380,-85.841160
1966 Lincoln Avenue Bridge This is an early surviving high level bridge in Pittsburgh and is a rare large-scale stone arch highway bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.462740 -79.905420 Lincoln Avenue Washington Boulevard (PA-8) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Stone Elliptical Deck Arch Fixed 0 2 0 0 1906 1979 Unknown Pittsburgh Department of Public Works 7 7 130 39.62 300 91.44 34 10.36 https://historicbridges.org/pennsylvania/lincolnavenue/little_p1230990_small.jpg https://historicbridges.org/pennsylvania/lincolnavenue/little_p1230990.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lincolnavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462740,-79.905420
1967 Lincoln Memorial Bridge George Rogers Clark Bridge This arch bridge is truly a work of art, and it contributes to the memorials and parks that surround it. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Ferguson Construction of Rockford, Illinois. The bridge was primarily designed by Bennett, Parsons, and Frost of Chicago, Illinois. 38.681390 -87.535130 Vigo Street (IN-441, US-50 Business) Wabash River Vincennes Lawrence County, Illinois and Knox County, Indiana Illinois and Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 7 0 0 1931 1992 Ferguson Construction of Rockford, Illinois Bennett, Parsons, and Frost of Chicago, Illinois 8 8 180 54.86 1020 310.9 22 6.71 https://historicbridges.org/indiana/vincennes/little_dscf5510_small.jpg https://historicbridges.org/indiana/vincennes/little_dscf5510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vincennes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.681390,-87.535130
1968 ! Lincoln Park Passerelle Lincoln Park Pedestrian Overpass This important WPA built bridge is not only attractive, it is an unusual design of bridge. The technical description of the main or most noteworthy span of the bridge is a 187 ft (57 m) metal two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Burke. 41.915320 -87.627510 Pedestrian Walkway Lake Shore Drive (US-41) Chicago Cook County, Illinois Illinois United States Metal Solid Ribbed Two-Hinged Through Arch Fixed 0 1 0 0 1940 0 Unknown Ralph Burke 6 8 187 57 268 81.69 13 3.96 https://historicbridges.org/illinois/lincolnpark/little_dscf2639_small.jpg https://historicbridges.org/illinois/lincolnpark/little_dscf2639.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lincolnpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.915320,-87.627510
1970 Lincoln Road Bridge Although small, this example of a steel stringer with concrete balustrade railings is in remarkably good condition. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.379120 -84.705820 Lincoln Road Drain Number 73 Rural Gratiot County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1930 0 Unknown 1 4 31.8 9.69 36.7 11.19 30 9.14 https://historicbridges.org/michigan/lincolnrd/little_p1360677_small.jpg https://historicbridges.org/michigan/lincolnrd/little_p1360677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lincolnrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.379120,-84.705820
1971 Lincoln Street Bridge H. Edward Deuel Bridge This is a very old concrete arch with a significant span length and is unusual for having a grade. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.607200 -84.777690 Lincoln Street Chippewa River Mt. Pleasant Isabella County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 1994 Unknown 6 7 70 21.34 75.8 23.1 25 7.62 https://historicbridges.org/michigan/mtpleasantlincoln/little_p1360744_small.jpg https://historicbridges.org/michigan/mtpleasantlincoln/little_p1360744.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasantlincoln/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.607200,-84.777690
1972 Lincoln Way Bridge This bridge is an attractive and unaltered example of a 1930s highway over highway grade separation. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete curved t-beam, fixed. The bridge was primarily built by F. C. Amoroso and Sons of San Francisco, California. 37.764630 -122.496010 Lincoln Way Sunset Boulevard San Francisco San Francisco County, California California United States Concrete Curved T-Beam Fixed 0 4 0 0 1932 0 F. C. Amoroso and Sons of San Francisco, California 4 6 65 19.81 240 73.15 59 17.98 https://historicbridges.org/california/lincolnway/little_day4_lincolnway05398_small.jpg https://historicbridges.org/california/lincolnway/little_day4_lincolnway05398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/lincolnway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.764630,-122.496010
1973 Linden Avenue Bridge One of two similar nearby bridges, this structure has absolutly stunning railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Sanitary District of Chicago. 42.073680 -87.686180 Linden Avenue North Shore Channel Wilmette Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 3 0 0 1908 0 Unknown Sanitary District of Chicago 4 7 71 21.64 144 43.89 24 7.32 https://historicbridges.org/illinois/linden/little_dscf2761_small.jpg https://historicbridges.org/illinois/linden/little_dscf2818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/linden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.073680,-87.686180
1974 ! Linden Road Bridge An uncommon example of a multi-span concrete through grider, with good integrity as well. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete through girder, fixed. The bridge was primarily built by Swanger-Fackler Construction Company. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. 40.140060 -76.048080 Linden Road Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 2 0 0 1914 0 Swanger-Fackler Construction Company Frank H. Shaw of Lancaster, Pennstlvania 6 5 54 16.46 109 33.22 20 6.1 https://historicbridges.org/pennsylvania/linden/little_dscf1056_small.jpg https://historicbridges.org/pennsylvania/linden/little_dscf1056.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/linden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.140060,-76.048080
1975 Linfield Bridge This bridge stands out both as a multi-span pony truss and as a state standard polygonal Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.205160 -75.580960 Linfield Road (Main Street, PA-1035) Schuylkill River Linfield Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Metal Polygonal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 8 3 0 0 1932 1970 Unknown Pennsylvania State Highway Department 7 6 123 37.49 371 113.08 22.6 6.89 https://historicbridges.org/pennsylvania/linfieldbridge/little_linfieldbridge003_small.jpg https://historicbridges.org/pennsylvania/linfieldbridge/little_linfieldbridge003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/linfieldbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.205160,-75.580960
1977 Linton Hill Road Bridge With a red brick arch ring and stone spandrel walls, this bridge has an attractive contrast of color. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.411400 -77.048840 Linton Hill Road Little Juniata Creek Rural Perry County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 1980 Unknown 6 6 29 8.84 29 8.84 11.5 3.51 https://historicbridges.org/pennsylvania/lintonhillroad/little_lintonhillroad002_small.jpg https://historicbridges.org/pennsylvania/lintonhillroad/little_lintonhillroad002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lintonhillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.411400,-77.048840
1978 Linwood Road Bridge This pin connected Pratt pony truss features some extremely unusual design features. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 41.349160 -83.616910 Linwood Road (TR-236A) North Branch Portage River Rural Wood County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 6 1 0 0 0 1987 Smith Bridge Company of Toledo, Ohio 6 7 73.2 22.31 74.2 22.62 15.7 4.79 https://historicbridges.org/ohio/linwood/little_linwoodroadbridge0014_small.jpg https://historicbridges.org/ohio/linwood/little_linwoodroadbridge0032_3_4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/linwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.349160,-83.616910
1979 Lion Bridge Old Sutton Road Bridge An early surviving example of a concrete arch bridge and it has lion sculptures cast into the walls. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry L. Emerson. Special note about bridge location: This bridge is parallel to the current highway alignment. 42.045270 -88.193620 Sutton Road (IL-59) Abandoned Alignment Poplar Creek Hoffman Estates Cook County, Illinois Illinois United States This bridge is parallel to the current highway alignment. Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1906 0 Unknown Harry L. Emerson 7 7 0 0 46 14.02 0 0 https://historicbridges.org/illinois/lion/little_p1280821_small.jpg https://historicbridges.org/illinois/lion/little_p1280821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.045270,-88.193620
1980 ! Lion Bridge 7th Street Bridge One of the largest ever built, this is also one of the last examples of a very unusual "canticrete" type concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by C. E. Cotton. The bridge was primarily designed by Leonard & Day of San Francisco, California. 37.626870 -120.993700 7th Street Toulumne River Modesto Stanislaus County, California California United States Concrete Closed Spandrel Deck Arch Fixed 0 Cantilever 14 0 0 1916 0 C. E. Cotton Leonard & Day of San Francisco, California 8 9 101 30.78 1170 356.62 24.3 7.41 https://historicbridges.org/california/7thstreetbridge/little_day2_7thstreetbridge00451_small.jpg https://historicbridges.org/california/7thstreetbridge/little_day2_7thstreetbridge00451.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/7thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.626870,-120.993700
1982 Lisbon Falls Canal Bridge This is a deteriorated concrete arch bridge with a very slim profile. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.994240 -70.059550 Worumbo Dam Access Road Lisbon Falls Canal Lisbon Falls Androscoggin County, Maine Maine United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/maine/lisbonfallsarch/little_p1480594_small.jpg https://historicbridges.org/maine/lisbonfallsarch/little_p1480594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbonfallsarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.994240,-70.059550
1984 Little Falls Road Bridge This is a small concrete arch bridge on old highway alignment, now in use by pedestrians. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.746080 -79.324680 Little Falls Road East Branch Severn River Washago Simcoe County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/washagolittlefalls/little_p1570184_small.jpg https://historicbridges.org/ontario/washagolittlefalls/little_p1570184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/washagolittlefalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.746080,-79.324680
1985 Little Elk Creek Road Bridge One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.765880 -75.942010 Little Elk Creek Road (TR-308) Little Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 1 24 7.32 33 10.06 16 4.88 https://historicbridges.org/pennsylvania/bridge281maplegrove/little_bridge281maplegrove010_small.jpg https://historicbridges.org/pennsylvania/bridge281maplegrove/little_bridge281maplegrove010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge281maplegrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.765880,-75.942010
1986 Little Lakes Road Bridge One of several small steel stringer bridges in this county that have a solid concrete railing with inset panels. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.313140 -87.258650 Little Lakes Road (CR-456) Chocolay River Rural Marquette County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 0 Unknown 1 2 33 10.06 34 10.36 31 9.45 https://historicbridges.org/michigan/cr456/little_cr456_1800_small.jpg https://historicbridges.org/michigan/cr456/little_cr456_1800.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr456/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.313140,-87.258650
1987 Little Scioto River Railroad Bridge This attractive truss bridge is dwarfed by the historic Ohio River Bridge it it located next to. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. 38.755610 -82.884410 Railroad (Norfolk Southern) Little Scioto River Sciotoville Scioto County, Ohio Ohio United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ohio/sciotoville2/bkg_07march208_small.jpg https://historicbridges.org/ohio/sciotoville2/07march0487.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sciotoville2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.755610,-82.884410
1988 Little Nishisakawick Creek Bridge Although small, this is an attractive and complete stone arch bridge structure. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.523240 -75.063090 River Road Little Nishisakawick Creek Frenchtown Hunterdon County, New Jersey New Jersey United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/newjersey/little_nishisakawick/little_pict5358_small.jpg https://historicbridges.org/newjersey/little_nishisakawick/little_pict5357.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/little_nishisakawick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.523240,-75.063090
1989 Little River Plate Girder Railroad Bridge This is a small, traditional plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.992510 -70.051080 Railroad (Maine Central) Little River Lisbon Falls Androscoggin County, Maine and Sagadahoc County, Maine Maine United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/maine/lisbonfallsgirder/little_p1480830_small.jpg https://historicbridges.org/maine/lisbonfallsgirder/little_p1480830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbonfallsgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.992510,-70.051080
1990 Little River Truss Railroad Bridge This interesting bridge is a rare variety of railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.992080 -70.051270 Railroad (Abandoned Maine Central) Little River Lisbon Falls Androscoggin County, Maine and Sagadahoc County, Maine Maine United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/maine/lisbonfallspony/little_p1480809_small.jpg https://historicbridges.org/maine/lisbonfallspony/little_p1480809.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbonfallspony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.992080,-70.051270
1991 Little Yellow Creek Private Bridge This bridge has tiny members and chords, unusual design, and may be quite old. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive, but is right next to the public road. 40.630240 -80.722730 Private Driveway Little Yellow Creek Rural Columbiana County, Ohio Ohio United States This bridge is on a private drive, but is right next to the public road. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ohio/littleyellow/little_pict0420_small.jpg https://historicbridges.org/ohio/littleyellow/little_pict0420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/littleyellow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.630240,-80.722730
1993 Littlefield Corner Interurban Bridge This long-abandoned arch bridge is one of three historic bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.063760 -70.273040 Railroad (Abandoned Portland-Lewiston Interurban) Little Androscoggin River Littlefield Corner Androscoggin County, Maine Maine United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1914 0 Unknown 6 6 100 30.48 0 0 0 0 https://historicbridges.org/maine/littlefieldcornerarch/little_p1480312_small.jpg https://historicbridges.org/maine/littlefieldcornerarch/little_p1480312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/littlefieldcornerarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.063760,-70.273040
1994 Littlefield Corner Railroad Bridge This is a traditionally composed railroad truss bridge and one of three historic bridges side by side here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 44.063630 -70.272880 Railroad (Canadian National) Little Androscoggin River Littlefield Corner Androscoggin County, Maine Maine United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/maine/littlefieldcornerrr/little_p1480255_small.jpg https://historicbridges.org/maine/littlefieldcornerrr/little_p1480255.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/littlefieldcornerrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.063630,-70.272880
1995 Littles Corners Bridge A complete example of a standard plan stringer in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.713960 -80.223840 PA-198 (Reservoir Road) Cussewago Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 0 Unknown 2 3 62 18.9 130 39.62 24 7.32 https://historicbridges.org/pennsylvania/littlescorners/bkg_swpenn1544_small.jpg https://historicbridges.org/pennsylvania/littlescorners/swpenn073807.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/littlescorners/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.713960,-80.223840
1998 LLL Road Bridge This bridge is a very early example of a bridge using the distinctive Type R4 railing of Michigan. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal stringer (multi-beam), fixed. The bridge was primarily built by A. H. Proksch of Iron River, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.383220 -87.978700 LLL Road (Old M-95) Michigamme River Rural Marquette County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1934 0 A. H. Proksch of Iron River, Michigan Michigan State Highway Department 2 4 48 14.63 150 45.72 26 7.92 https://historicbridges.org/michigan/crlllrepublic/little_crlllrepublic_5395_small.jpg https://historicbridges.org/michigan/crlllrepublic/little_crlllrepublic_5395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crlllrepublic/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.383220,-87.978700
1999 Lloyd Avenue Bridge This traditional stone arch bridge had a modern slab span added to it. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.003200 -75.724540 Lloyd Avenue (TR-340) Beaver Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 Pre-Stressed Concrete Slab Fixed 0 1 1919 1981 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 6 24 7.32 69 21.03 17.7 5.39 https://historicbridges.org/pennsylvania/chester286gardners/little_bridge2866_small.jpg https://historicbridges.org/pennsylvania/chester286gardners/little_bridge2865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester286gardners/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.003200,-75.724540
2002 Locust Ridge Road Bridge CR-66 Bridge Despite numerous alterations, this bridge remains a scenic bridge that is well worth the visit. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.695000 -81.895640 Locust Ridge Road (CR-66) Thirteen Mile Creek Rural Mason County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 99 30.18 100 30.48 11.2 3.41 https://historicbridges.org/wvirginia/locustridge/bkg_07march322_small.jpg https://historicbridges.org/wvirginia/locustridge/07march0786.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/locustridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.695000,-81.895640
2004 Logan Street Bridge William S. Moore PE Memorial Bridge, St. Joseph County Bridge 205 This bridge is noted for its skewed design, unusual among concrete arch bridges. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by C. L. Copp. The bridge was primarily designed by W. S. Moore. 41.660630 -86.196490 Logan Street St. Joseph River Mishawaka St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1913 2007 C. L. Copp W. S. Moore 6 6 99.7 30.39 493.8 150.51 44 13.41 https://historicbridges.org/indiana/logan/little_p1430877_small.jpg https://historicbridges.org/indiana/logan/little_p1430877.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/logan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660630,-86.196490
2006 London South Branch Railway Bridge This bridge is mostly a deck truss - but part of the trusses stick up above the deck making it a bit like a pony also. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt railing height truss, fixed. The bridge was primarily built by Unknown. 42.978480 -81.255590 Railroad (Canadian National) South Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Pratt Pin-Connected Railing Height Truss Fixed 7 1 0 0 1899 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/truss/londonsb/little_pict6920_small.jpg https://historicbridges.org/truss/londonsb/little_pict6920.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/londonsb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978480,-81.255590
2007 London Thames River Railway Bridge Setting new standards for massive, this bridge has gargantuan members and connections. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.978090 -81.275030 Railroad (Canadian National) Thames River London Middlesex County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 2 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/truss/londonthames/little_pict6961_small.jpg https://historicbridges.org/truss/londonthames/little_pict6961.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/londonthames/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978090,-81.275030
2010 Long Meadow Bridge Old Cedar Avenue Bridge This impressive multi-span truss bridge was rehabilitated for pedestrian use in 2016. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. 44.830260 -93.242190 Old Cedar Avenue Long Meadow Lake Bloomington Hennepin County, Minnesota Minnesota United States Metal Camelback Rivet-Connected Through Truss Fixed 8 5 0 0 1920 2016 Illinois Steel Bridge Company of Jacksonville, Illinois 7 7 170 51.82 864.5 263.5 21 6.4 https://historicbridges.org/minnesota/oldcedarave/little_oldcedarave3301_small.jpg https://historicbridges.org/minnesota/oldcedarave/little_oldcedarave3301.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/oldcedarave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.830260,-93.242190
2012 Long Lake Road Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.586150 -83.236530 Railroad (Canadian National) Long Lake Road Bloomfield Hills Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 0 0 0 0 0 0 https://historicbridges.org/michigan/oakland_longlake/little_pict2332_small.jpg https://historicbridges.org/michigan/oakland_longlake/little_pict2332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_longlake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.586150,-83.236530
2013 Long Lane Road Bridge This extremely rare truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.455070 -77.472020 Long Lane Road Cohocton River Rural Steuben County, New York New York United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 0 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 0 0 0 0 0 0 https://historicbridges.org/newyork/longlane/bkg_newyork140_small.jpg https://historicbridges.org/newyork/longlane/newyork0413.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/longlane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.455070,-77.472020
2014 Long Ridge Road Bridge One of the individually unique and beautiful bridges located on one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) concrete rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. 41.103070 -73.565970 Merritt Parkway (CT-15) Long Ridge Road (CT-104) Stamford Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1936 0 Paul Bacco Construction Company of Stamford, Connecticut 6 6 51.8 15.79 58 17.68 60 18.29 https://historicbridges.org/connecticut/longridge/little_img_2148_small.jpg https://historicbridges.org/connecticut/longridge/little_img_2148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/longridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.103070,-73.565970
2015 Longstreet Tower This observation tower was built by a company that built a number of metal truss bridges and the tower itself has many truss bridge-like details. The technical description of the main or most noteworthy span of the bridge is a metal non-bridge structure, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. The bridge was primarily designed by Colonel Emmor B. Cope. 39.799930 -77.256010 Pedestrian Stairway Gettysburg Battlefield (Gettysburg National Military Park) Rural Adams County, Pennsylvania Pennsylvania United States Metal Non-Bridge Structure Fixed 0 0 0 0 1896 0 Variety Iron Works of Cleveland, Ohio Colonel Emmor B. Cope 8 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/gettysburg/little_p1210840_small.jpg https://historicbridges.org/pennsylvania/gettysburg/little_p1210840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gettysburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.799930,-77.256010
2017 Loomis Street Bridge This non-historic bridge is listed only for comparitive purposes and for continuity of those using this website for a river tour. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal non-historic, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago. 41.845830 -87.660830 Loomis Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Non-Historic Movable: Double Leaf Bascule Fixed Trunnion 0 1 0 6 1974 0 Paschen Contractors of Chicago, Illinois and American Bridge Company of New York, New York City of Chicago 0 0 213 64.92 457 139.29 48 14.63 https://historicbridges.org/illinois/loomis/little_p1190165_small.jpg https://historicbridges.org/illinois/loomis/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/loomis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.845830,-87.660830
2018 Lorain-Carnegie Bridge Hope Memorial Bridge This stunning bridge is a beautiful union of aesthetic superstructure and artistic embellishments. The technical description of the main or most noteworthy span of the bridge is a 299 ft (91.14 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.489320 -81.693630 Lorain Avenue and Carnegie Avenue (OH-10) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Cantilever 15 Metal Stringer (Multi-Beam) Fixed 0 5 1932 2003 Mount Vernon Bridge Company of Mount Vernon, Ohio Wilbur J. Watson and Associates of Cleveland, Ohio 8 9 299 91.14 3285 1001.27 60 18.29 https://historicbridges.org/ohio/loraincarnegie/bkg_cleveland417_small.jpg https://historicbridges.org/ohio/loraincarnegie/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/loraincarnegie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.489320,-81.693630
2019 Lorain Avenue Overpass This bridge features attractive arched beams and decorative railings and piers. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 41.485450 -81.700450 Lorain Avenue Columbus Road Cleveland Cuyahoga County, Ohio Ohio United States Concrete Rigid-Frame Fixed 0 3 0 0 1930 1993 Unknown 3 4 66 20.12 95 28.96 72 21.95 https://historicbridges.org/ohio/lorainoverpass/bkg_cleveland450_small.jpg https://historicbridges.org/ohio/lorainoverpass/cleveland1071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.485450,-81.700450
2020 Lord Selkirk Bridge McNaughton Avenue Bridge This is Wallaceburg's most historic and notable highway bridge. The technical description of the main or most noteworthy span of the bridge is a 151.6 ft (46.21 m) metal through girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 42.591780 -82.387500 McNaughton Avenue (KH-40) Sydenham River Wallaceburg Chatham-Kent Region, Ontario Ontario Canada Metal Through Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1950 2002 Dominion Bridge Company of Montréal, Québec 5 6 151.6 46.21 360.2 109.79 27.9 8.5 https://historicbridges.org/ontario/selkirk/little_pict2773_small.jpg https://historicbridges.org/ontario/selkirk/little_pict2773.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/selkirk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.591780,-82.387500
2021 Loren Road Bridge The Trestle Bridge An abandoned through truss with unusual portal bracing design and concrete approach railings. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.541630 -82.841210 CR-242 (TR-127) Whetstone Creek Rural (Near Mt. Gilead) Morrow County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 1879 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 102 31.09 104 31.7 14 4.27 https://historicbridges.org/ohio/loren/little_loren_1449_small.jpg https://historicbridges.org/ohio/loren/little_loren_1449.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/loren/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.541630,-82.841210
2022 Loring Park Bridge This is an attractive and unusual truss that has an overall arched shape. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.969650 -93.285430 Pedestrian Walkway Loring Pond Minneapolis Hennepin County, Minnesota Minnesota United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/minnesota/loringpark/little_loringpark5006_small.jpg https://historicbridges.org/minnesota/loringpark/little_loringpark5006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/loringpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.969650,-93.285430
2023 Lorne Bridge This is a relatively large concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Port Arthur Construction Company. The bridge was primarily designed by Frank P. Adams. 43.137290 -80.270150 Colborne Street Grand River Brantford Brant County, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 3 0 1 1924 0 Port Arthur Construction Company Frank P. Adams 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/brantfordcolbornestreet/little_brantfordcolbornestreet0021_small.jpg https://historicbridges.org/ontario/brantfordcolbornestreet/little_brantfordcolbornestreet0021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordcolbornestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137290,-80.270150
2025 Lovers Leap Bridge Falls Bridge This large lenticular truss bridge span is located in a stunningly beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.544400 -73.407120 Pumpkin Hill Road / Grove Street (Old Alignment) Housatonic River Rural Litchfield County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Through Truss Fixed 10 1 0 0 1895 2007 Berlin Iron Bridge Company of East Berlin, Connecticut 8 9 173 52.73 173 52.73 19 5.79 https://historicbridges.org/connecticut/loversleap/little_pict7923_small.jpg https://historicbridges.org/connecticut/loversleap/little_img_2456.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/loversleap/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.544400,-73.407120
2028 Lowell Railroad Bridge The beauty of the Grand River is complimented by this magnificent railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.928730 -85.334070 Railroad (Mid-Michigan) Grand River Lowell Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1904 0 American Bridge Company of New York, New York 6 8 165 50.29 330 100.58 15 4.57 https://historicbridges.org/truss/lowellrr/little_pict0911_small.jpg https://historicbridges.org/truss/lowellrr/little_pict0911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lowellrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.928730,-85.334070
2030 Lower Bridge English Center Bridge Perhaps the only surviving example of its kind, this is among the most unusual and significant historic bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by Dean and Westbrook of New York, New York. 41.434790 -77.288750 Little Pine Creek Road (PA-4001) Little Pine Creek English Center Lycoming County, Pennsylvania Pennsylvania United States Metal Plate Girder Stiffening Eyebar Chain Suspension Fixed 0 1 0 0 1891 0 Dean and Westbrook of New York, New York 10 10 300 91.44 306 93.27 15 4.57 https://historicbridges.org/pennsylvania/englishcenter/little_redoenglishcenter_1993_4_5v_small.jpg https://historicbridges.org/pennsylvania/englishcenter/little_redoenglishcenter_2110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/englishcenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.434790,-77.288750
2031 Lower Falls Footbridge This is perhaps the most visually prominent of several bridges in this park that features a stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Civilian Conservation Corps. 42.585850 -78.017860 Pedestrian Walkway Genesee River Rural Livingston County, New York and Wyoming County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1935 0 Civilian Conservation Corps 4 6 0 0 0 0 0 0 https://historicbridges.org/newyork/letchworthlowerfalls/little_lowerfalls10_13_1215_small.jpg https://historicbridges.org/newyork/letchworthlowerfalls/little_lowerfalls10_13_1215.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/letchworthlowerfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.585850,-78.017860
2032 Lower Falls Bridge One of several stone faced concrete bridges in this park, this one has an unusual solid two ribbed design. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel (Ribbed) arch, fixed. The bridge was primarily built by Unknown. 44.915380 -93.210110 Pedestrian Walkway Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Concrete (Stone Faced) Closed Spandrel (Ribbed) Arch Fixed 0 1 0 0 1939 0 Unknown 5 6 0 0 51 15.54 12 3.66 https://historicbridges.org/minnesota/minnehahaparkbelowfalls/little_minnehahaparkbelowfalls3750_small.jpg https://historicbridges.org/minnesota/minnehahaparkbelowfalls/little_minnehahaparkbelowfalls3750.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkbelowfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.915380,-93.210110
2033 Lower Road Bridge A great example of small-scale Wisconsin standard plan bridge construction. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 46.490420 -90.455120 Lower Road (Old WI-10) Vaughn Creek Rural Iron County, Wisconsin Wisconsin United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/wisconsin/old10/bkg_img_0617-169_small.jpg https://historicbridges.org/wisconsin/old10/IMG_0617.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/old10/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.490420,-90.455120
2035 Lower Rollstone Street Bridge This distinctive bridge is an extremely rare and significant example of the important design ideas of the Parker patent truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. The bridge was primarily designed by Charles H. Parker. 42.584260 -71.806520 Lower Rollstone Street Nashua River Fitchburg Worcester County, Massachusetts Massachusetts United States Metal Parker Multiple-Type-Connected Pony Truss Fixed 11 1 0 0 1870 1980 National Bridge and Iron Works of Boston, Massachusetts Charles H. Parker 9 9 105 32 111 33.83 26.6 8.11 https://historicbridges.org/massachusetts/lowerrollstone/little_img_1986_small.jpg https://historicbridges.org/massachusetts/lowerrollstone/little_img_1986.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lowerrollstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.584260,-71.806520
2036 Lower Glen Bridge #2 This bridge is one of several pedestrian bridges in Minnehaha Park that are stone faced concrete arch bridges. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.910010 -93.203890 Pedestrian Walkway Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1939 1994 Unknown 5 6 0 0 56 17.07 14 4.27 https://historicbridges.org/minnesota/minnehahaparksesoldiershome/little_minnehahaparksesoldiershome3668_small.jpg https://historicbridges.org/minnesota/minnehahaparksesoldiershome/little_minnehahaparksesoldiershome3668.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparksesoldiershome/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.910010,-93.203890
2037 Lower Glen Bridge #3 Like several bridges in Minnehaha Park, this concrete bridge has been enhanced with a decorative stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. 44.913810 -93.207730 Pedestrian Walkway Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Concrete (Stone Faced) Rigid-Frame Fixed 0 1 0 0 1939 1994 Unknown 5 6 0 0 56 17.07 0 0 https://historicbridges.org/minnesota/minnehahaparknwsoldiershome/little_minnehahaparknwsoldiershome3613_small.jpg https://historicbridges.org/minnesota/minnehahaparknwsoldiershome/little_minnehahaparknwsoldiershome3613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparknwsoldiershome/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.913810,-93.207730
2039 Lundy Bridge Iowa Bridge Number 348430 This through truss bridge also includes a Warren pony approach span. The technical description of the main or most noteworthy span of the bridge is a 114.2 ft (34.81 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.347920 -91.620440 CR-A38 (Lundy Bridge Drive) Upper Iowa River Rural Winneshiek County, Iowa Iowa United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 2 0 1974 Unknown 6 5 114.2 34.81 196.2 59.8 17.1 5.21 https://historicbridges.org/iowa/lundybridge/little_dscf5578_small.jpg https://historicbridges.org/iowa/lundybridge/little_dscf5578.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lundybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.347920,-91.620440
2040 Luthers Mills Bridge Kendall Hill Road Bridge, County Bridge Number 6 This deserving historic bridge does not receive the attention that a nearby wooden covered bridge does. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 41.781670 -76.567080 Kendall Hill Road (TR-552) Sugar Creek Luthers Mills Bradford County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1912 1968 Owego Bridge Company of Owego, New York 5 6 124 37.8 126 38.4 14.8 4.51 https://historicbridges.org/pennsylvania/luthersmills/newyork0883_small.jpg https://historicbridges.org/pennsylvania/luthersmills/newyork0883.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/luthersmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.781670,-76.567080
2042 Lyell Avenue Bridge Bridge E-166 This is a good, unaltered example of a state designed riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Genesee Bridge Company of Rochester, New York. The bridge was primarily designed by New York State Department of Public Works. 43.164690 -77.676200 Lyell Avenue (NY-31) Erie Canal (New York State Barge Canal) Rochester Monroe County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1937 1967 Genesee Bridge Company of Rochester, New York New York State Department of Public Works 5 5 113 34.44 117.8 35.91 39.7 12.1 https://historicbridges.org/newyork/lyellavenue/little_p1420557_small.jpg https://historicbridges.org/newyork/lyellavenue/little_p1420557.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyellavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.164690,-77.676200
2044 Lyndhurst Bridge This rare stone arch bridge is reportedly the oldest bridge in Ontario! The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Miles Fulford and Simon Ransom. The bridge was primarily designed by John Donald Roddick. 44.549710 -76.125430 Lyndhurst Road (CR-33, Charles Street) Gananoque River Lyndhurst Leeds and Grenville United Counties, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 3 0 0 1857 1986 Miles Fulford and Simon Ransom John Donald Roddick 9 10 0 0 100 30.48 0 0 https://historicbridges.org/ontario/lyndhurstbridge/little_lyndhurstbridge3045_small.jpg https://historicbridges.org/ontario/lyndhurstbridge/little_lyndhurstbridge3045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/lyndhurstbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.549710,-76.125430
2046 M-11 Bridge This heavilly altered bridge is still worth noting as a very large example of its kind. The technical description of the main or most noteworthy span of the bridge is a 74.8 ft (22.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.915200 -85.767090 M-11 Grand River Grandville Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 8 0 0 1930 1985 Unknown Michigan State Highway Department 1 1 74.8 22.8 550 167.64 60 18.29 https://historicbridges.org/michigan/m11/little_rpict136_small.jpg https://historicbridges.org/michigan/m11/little_rpict136.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m11/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.915200,-85.767090
2048 M-21 Prairie Creek Bridge A small example of a MSHD standard stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Hertel and Vander Veen. The bridge was primarily designed by Michigan State Highway Department. 42.991480 -85.028880 M-21 (Bluewater Highway) Prairie Creek Ionia Ionia County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1930 0 Hertel and Vander Veen Michigan State Highway Department 1 2 50 15.24 50 15.24 40 12.19 https://historicbridges.org/michigan/m21ionia/bkg_07march560_small.jpg https://historicbridges.org/michigan/m21ionia/07march1504.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21ionia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991480,-85.028880
2049 M-21 Maple River Bridge The longest and best example among three similar bridges on this section of highway. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by John R. Edelman Company. The bridge was primarily designed by Michigan State Highway Department. 43.000760 -84.921590 M-21 (Bluewater Highway) Maple River Rural Ionia County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 1930 2005 John R. Edelman Company Michigan State Highway Department 2 3 55 16.76 220 67.06 40 12.19 https://historicbridges.org/michigan/m21maple/little_dscf2474_small.jpg https://historicbridges.org/michigan/m21maple/little_dscf2485.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21maple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.000760,-84.921590
2050 M-21 Stoney Creek Bridge One of three similar but attractive bridges on this section of highway. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.999520 -84.908320 M-21 (Bluewater Highway) Stoney Creek Rural Ionia County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 1930 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 2 3 50 15.24 100 30.48 40 12.19 https://historicbridges.org/michigan/m21stoney/little_dscf2458_small.jpg https://historicbridges.org/michigan/m21stoney/little_dscf2464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21stoney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.999520,-84.908320
2051 M-21 Railroad Overpass An interesting railroad overpass is part of an abandoned railroad line. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 42.998880 -84.868470 Railroad (Abandoned GT/CN) Over M-21 (Bluewater Highway) M-21 (Bluewater Highway) Rural Ionia County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1932 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/m21rroverpass/little_pict1818_small.jpg https://historicbridges.org/michigan/m21rroverpass/little_pict1812.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m21rroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998880,-84.868470
2052 M-222 Overpass A representative example of an early pre-stressed concrete overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) concrete pre-stressed stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.536990 -85.660050 M-222 (116th Avenue) US-131 Rural Allegan County, Michigan Michigan United States Concrete Pre-Stressed Stringer (Multi-Beam) Fixed 0 4 0 0 1959 0 Carl Goodwin and Sons of Allegan, Michigan Michigan State Highway Department 1 3 58.7 17.89 188 57.3 40.4 12.31 https://historicbridges.org/michigan/m222/little_dscf1753_small.jpg https://historicbridges.org/michigan/m222/little_dscf1745.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m222/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.536990,-85.660050
2054 M-26 Cedar Creek Bridge One of two attractive culverts with stone facing on this highway. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Keweenaw County Road Commission. 47.455370 -88.149640 M-26 Cedar Creek Rural Keweenaw County, Michigan Michigan United States Corrugated Multi-Plate Closed Spandrel Deck Arch Fixed 0 2 0 0 1930 0 Keweenaw County Road Commission 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/m26cedarcreek/little_m26cedarcreek_3943_small.jpg https://historicbridges.org/michigan/m26cedarcreek/little_m26cedarcreek_3943.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m26cedarcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.455370,-88.149640
2056 M-26 West Branch Firesteel River Bridge One of several examples of a Michigan cantilevered haunched deck plate girder in this area. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.791440 -89.028060 M-26 West Branch Firesteel River Rural Ontonagon County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 Cantilever 3 0 0 1952 0 Unknown Michigan State Highway Department 4 5 102 31.09 270 82.3 28 8.53 https://historicbridges.org/michigan/m26westbranchfiresteelriver/little_m26westbranchfiresteelriver_3874_small.jpg https://historicbridges.org/michigan/m26westbranchfiresteelriver/little_m26westbranchfiresteelriver_3874.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m26westbranchfiresteelriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.791440,-89.028060
2057 M-28 Bridge This prototype bridge is significant as one of the first examples of a short-lived but prolific state standard plan. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 46.346110 -84.958610 M-28 East Branch Tahquemenon River Rural Chippewa County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1926 0 Walter Toebe Company Michigan State Highway Department 3 6 54.8 16.7 54.8 16.7 30 9.14 https://historicbridges.org/michigan/m28/little_2011august009_small.jpg https://historicbridges.org/michigan/m28/little_2011august009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m28/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.346110,-84.958610
2058 M-28 Soo Line Railroad Overpass This is a heavilly skewed plate girder overpass with attractive abutments. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal through girder, fixed. The bridge was primarily built by A. H. Proksch of Iron River, Michigan. 46.489710 -87.321610 Railroad (Rail-Trail) M-28 Rural Marquette County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1938 0 A. H. Proksch of Iron River, Michigan 2 4 106 32.31 106 32.31 0 0 https://historicbridges.org/michigan/m28rroverpass/little_m28rroverpass_5845_small.jpg https://historicbridges.org/michigan/m28rroverpass/little_m28rroverpass_5845.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m28rroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.489710,-87.321610
2060 M-35 Bark River Bridge This bridge is noted as a fairly long span example of its type, and for its non-standard, elaborate abutments. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal stringer (multi-beam), fixed. The bridge was primarily built by C. G. Bridges. The bridge was primarily designed by Michigan State Highway Department. 45.578410 -87.245930 M-35 Bark River Rural Delta County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1948 0 C. G. Bridges Michigan State Highway Department 3 5 70 21.34 70 21.34 38 11.58 https://historicbridges.org/michigan/m35barkriver/little_m35_1124_small.jpg https://historicbridges.org/michigan/m35barkriver/little_m35_1124.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m35barkriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.578410,-87.245930
2061 M-35 Railroad Overpass This plate girder overpass is skewed and has three girder lines. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Gosner and Company. 45.852720 -87.025320 Railroad (Canadian National) M-35 Gladstone Delta County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Concrete Slab Fixed 0 2 1936 0 Gosner and Company 2 3 61 18.59 84 25.6 0 0 https://historicbridges.org/michigan/m35rroverpassgladstone/little_m35rroverpassgladstone_1079_small.jpg https://historicbridges.org/michigan/m35rroverpassgladstone/little_m35rroverpassgladstone_1079.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m35rroverpassgladstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.852720,-87.025320
2062 M-38 Bridge An example of a Michigan standard riveted haunched deck plate girder with cantilevers and a suspended span. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Jackson Construction Company. The bridge was primarily designed by Michigan State Highway Department. 46.771230 -89.003440 M-38 West Branch Firesteel River Rural Ontonagon County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 Cantilever 3 0 0 1958 0 Jackson Construction Company Michigan State Highway Department 4 5 90 27.43 240 73.15 31 9.45 https://historicbridges.org/michigan/m38westbranchfiresteelriver/little_m38westbranchfiresteelriver_3733_small.jpg https://historicbridges.org/michigan/m38westbranchfiresteelriver/little_m38westbranchfiresteelriver_3733.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m38westbranchfiresteelriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.771230,-89.003440
2063 M-156 Bridge Murray D. Van Wagoner Memorial Bridge This short stringer bridge is historically significant for its association with tourism development. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by W. H. Knapp Company of Monroe, Michigan. The bridge was primarily designed by Michigan State Highway Department. 41.712460 -84.211640 M-156 (Taft Memorial Highway) Silver Creek Morenci Lenawee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1935 2000 W. H. Knapp Company of Monroe, Michigan Michigan State Highway Department 3 5 45 13.72 45 13.72 33 10.06 https://historicbridges.org/michigan/m156/little_addmorencistringer_7723_small.jpg https://historicbridges.org/michigan/m156/little_addmorencistringer_7723.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m156/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.712460,-84.211640
2064 M-40 Paw Paw River Bridge A fairly early example of its type in Michigan, and designed to fit in with its urban setting. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.213010 -85.891380 M-40 (Kalamazoo Street) Paw Paw River Paw Paw Van Buren County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1960 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 1 1 40 12.19 40 12.19 68.6 20.91 https://historicbridges.org/michigan/m40pawpaw/little_fulladd_m-40inpaw-pawnearwineries2735_small.jpg https://historicbridges.org/michigan/m40pawpaw/little_fulladd_m-40inpaw-pawnearwineries2735.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m40pawpaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213010,-85.891380
2067 M-48 Bridge This is an extremely unusual expressway overpass that features beam approach spans supported by v-laced and riveted steel bents! The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Gilliland Construction Company. The bridge was primarily designed by Michigan State Highway Department. 46.187070 -84.561080 M-48 (22 Mile Road) I-75 Rural Chippewa County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 12 0 0 1963 0 Gilliland Construction Company Michigan State Highway Department 2 3 72 21.95 673 205.13 28 8.53 https://historicbridges.org/beam/m48/bkg_sault158_small.jpg https://historicbridges.org/beam/m48/sault582.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/m48/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.187070,-84.561080
2068 M-50 Railroad Overpass One of three concrete encased deck plate girder overpasses on this stretch of railroad in Monroe and Lenawee Counties. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. 41.949790 -83.612720 Railroad (Canadian National) M-50 Rural Monroe County, Michigan Michigan United States Metal (Concrete Encased) Deck Girder Fixed 0 1 0 0 1926 0 Unknown 2 3 62 18.9 62 18.9 0 0 https://historicbridges.org/michigan/m50rr/little_p1100638_small.jpg https://historicbridges.org/michigan/m50rr/little_p1100638.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m50rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.949790,-83.612720
2072 M-53 Imlay City Railroad Bridge Van Dyke Road Imlay City Railroad Bridge A well decorated deck plate girder railroad overpass with concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal deck girder, fixed. The bridge was primarily built by Walbridge and Aldinger Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.023140 -83.071730 Railroad (Canadian National) M-53 (Van Dyke Road) Imlay City Lapeer County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 Concrete Slab Fixed 0 2 1934 0 Walbridge and Aldinger Company of Detroit, Michigan Michigan State Highway Department 2 5 51 15.54 102 31.09 0 0 https://historicbridges.org/other/m53/little_icjune22_img_20220619_104517_small.jpg https://historicbridges.org/other/m53/little_icjune22_img_20220619_104517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/m53/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.023140,-83.071730
2073 M-64 Bridge This beautiful example of a concrete camelback bridge is located in a scenic rural area. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.344990 -89.710110 M-64 West Branch Big Presque Isle River Rural Gogebic County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown Michigan State Highway Department 7 7 60 18.29 60 18.29 23 7.01 https://historicbridges.org/michigan/m64/main2_small.jpg https://historicbridges.org/michigan/m64/main2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m64/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.344990,-89.710110
2074 M-65 Bridge Five Channels Bridge An extremely rare example of a multi-span pony truss, this structure was restored and then bypassed. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 44.454250 -83.675160 M-65 (Old Alignment) Ausable River Rural Iosco County, Michigan Michigan United States Metal Parker Rivet-Connected Pony Truss Fixed 9 2 Concrete Deck Girder Fixed 0 2 1930 1998 Walter Toebe Company Michigan State Highway Department 7 8 119.8 36.52 320 97.54 23.3 7.1 https://historicbridges.org/truss/m65/little_p1320072_small.jpg https://historicbridges.org/truss/m65/little_p1320039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/m65/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.454250,-83.675160
2075 M-66 Bridge A small t-beam bridge is an early example of a bridge with the unique Michigan Type R4 railing. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.941660 -85.148330 M-66 (30th Avenue) Doc and Tom Creek Rural Osceola County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 1 1 30.8 9.39 30.8 9.39 33 10.06 https://historicbridges.org/michigan/m66tom/little_m-66doctomcr9_small.jpg https://historicbridges.org/michigan/m66tom/little_m-66doctomcr9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m66tom/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.941660,-85.148330
2076 M-66 Middle Branch Rover Bridge This small stringer bridge was funded by Depression-era federal aid. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by George W. Drew. The bridge was primarily designed by Michigan State Highway Department. 44.101380 -85.147220 M-66 (Mill Street / 30th Avenue) Middle Branch River Marion Osceola County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1939 0 George W. Drew Michigan State Highway Department 1 2 45 13.72 45 13.72 40 12.19 https://historicbridges.org/michigan/m66middlebranch/little_m66middlebrr10_small.jpg https://historicbridges.org/michigan/m66middlebranch/little_m66middlebrr10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m66middlebranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.101380,-85.147220
2077 M-66 Whetstone Creek Bridge A relatively early pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Erickson Trucking Service Company. The bridge was primarily designed by Michigan State Highway Department. 43.970830 -85.147770 M-66 (30th Avenue) Whetstone Creek Rural Osceola County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1959 0 Erickson Trucking Service Company Michigan State Highway Department 1 1 40 12.19 40 12.19 40 12.19 https://historicbridges.org/michigan/m66whetstone/little_m66whetstonecr3_small.jpg https://historicbridges.org/michigan/m66whetstone/little_m66whetstonecr3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m66whetstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.970830,-85.147770
2078 M-68 Rainy River Bridge A classic example of a Michigan steel stringer with steel bents for support. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 45.357222 -84.168889 M-68 Rainy River Rural Presque Isle County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1954 0 Unknown Michigan State Highway Department 1 1 40 12.19 117.8 35.91 28 8.53 https://historicbridges.org/michigan/m68rainy/little_dscf4763_small.jpg https://historicbridges.org/michigan/m68rainy/little_dscf4760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m68rainy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.357222,-84.168889
2079 M-69 Paint River Bridge Superior Avenue Bridge This bridge is a good example of a compromise preservation solution. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Smith-Holmes-Burridge-Sparks of Houghton, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.096680 -88.319710 M-69 (Superior Avenue) Paint River Rural Iron County, Michigan Michigan United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 0 1924 2001 Smith-Holmes-Burridge-Sparks of Houghton, Michigan Michigan State Highway Department 4 6 131 39.93 261.8 79.8 26 7.92 https://historicbridges.org/michigan/m69paint/little_oldus41rapidr13_small.jpg https://historicbridges.org/michigan/m69paint/little_m-69paintr12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m69paint/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.096680,-88.319710
2080 M-72 Au Sable River Bridge State Street Bridge This small bridge is the only example of a steel rigid frame bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rigid-frame, fixed. The bridge was primarily built by F. C. Atletwed. The bridge was primarily designed by Michigan State Highway Department. 44.659740 -84.712430 M-72 (I-75 BL) Au Sable River Grayling Crawford County, Michigan Michigan United States Metal Rigid-Frame Fixed 0 1 0 0 1935 2016 F. C. Atletwed Michigan State Highway Department 6 8 40 12.19 40 12.19 40 12.19 https://historicbridges.org/michigan/m72/little_brg_5919_20_21v_small.jpg https://historicbridges.org/michigan/m72/little_brg_5919_20_21v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m72/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.659740,-84.712430
2082 ! M-90 Bridge Peck Road Bridge One of the last remaining historic bridges of any kind in Sanilac County. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by F. C. Atletwed. The bridge was primarily designed by Michigan State Highway Department. 43.264450 -82.623560 M-90 (Peck Road) Black River Croswell Sanilac County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1947 0 F. C. Atletwed Michigan State Highway Department 2 3 72.8 22.19 198.8 60.59 38 11.58 https://historicbridges.org/beam/peck/little_img_20211031_135319_small.jpg https://historicbridges.org/beam/peck/little_img_20211031_135319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/peck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.264450,-82.623560
2083 M-94 Au Train River Bridge This is small arch bridge next to a dam and a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.332420 -86.849970 M-94 Au Train River Rural Alger County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 1955 Unknown 3 6 47 14.33 47 14.33 38 11.58 https://historicbridges.org/michigan/m94autrain/little_2011august045_small.jpg https://historicbridges.org/michigan/m94autrain/little_2011august045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m94autrain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.332420,-86.849970
2085 M-123 Bridge An uncommon and relatively long variation of a state highway department steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Proksch Construction Company. The bridge was primarily designed by Michigan State Highway Department. 46.556160 -85.031800 M-123 Tahquamenon River Rural Chippewa County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 5 0 0 1952 0 Proksch Construction Company Michigan State Highway Department 3 5 60 18.29 280 85.34 24 7.32 https://historicbridges.org/michigan/m123/little_m123tahquamenonr13_small.jpg https://historicbridges.org/michigan/m123/little_m123tahquamenonr13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m123/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.556160,-85.031800
2086 Macdonell Street Bridge Allan's Bridge An early example of a bridge with a common ornamental Ontario railing design, this bridge is uniquely positioned directly under a railway bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.547310 -80.243440 Macdonell Street (Abandoned Alignment) Speed River Guelph Wellington County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Hamilton Bridge Company of Hamilton, Ontario 4 4 60 18.29 120.4 36.7 24 7.32 https://historicbridges.org/ontario/macdonellstreet/little_macdonellstreet1312_small.jpg https://historicbridges.org/ontario/macdonellstreet/little_macdonellstreet1312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macdonellstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547310,-80.243440
2087 ! Macdonell Street Railway Bridge Allan's Bridge This very unusual railway bridge was built to allow Macdonell Street to run directly under it. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 43.547480 -80.243220 Railroad (Canadian Pacific) Speed River and Elizabeth Street Guelph Wellington County, Ontario Ontario Canada Metal Deck Girder Fixed 0 7 0 0 1948 0 Canadian Bridge Company of Walkerville, Ontario 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/macdonellstreetrr/little_macdonellstreetrr1261_small.jpg https://historicbridges.org/ontario/macdonellstreetrr/little_macdonellstreetrr1261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macdonellstreetrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547480,-80.243220
2090 MacIntire's Bridge This small concrete slab bridge has a bronze plaque and paneled railings. The technical description of the main or most noteworthy span of the bridge is a 15 ft (4.57 m) concrete slab, fixed. The bridge was primarily built by Unknown. 39.809080 -75.939690 Township Road West Branch Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 2 0 0 1924 0 Unknown 1 1 15 4.57 36 10.97 17.4 5.3 https://historicbridges.org/pennsylvania/bridge297macintires/little_macintires_num297003_small.jpg https://historicbridges.org/pennsylvania/bridge297macintires/little_macintires_num297003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge297macintires/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.809080,-75.939690
2091 Maclay's Mill East Bridge This is the smaller of two nearby stone arch bridges that are significant as extremely old and unaltered examples of their type. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Silas Harry of Chambersburg, Pennsylvania. 40.096860 -77.570840 Maclays Mill Road (PA-4018) Conodoguinet Creek Mill Race Rural Franklin County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1827 0 Silas Harry of Chambersburg, Pennsylvania 8 8 20 6.1 45 13.72 16.7 5.09 https://historicbridges.org/pennsylvania/mcclaysmillsmall/little_p1220056_small.jpg https://historicbridges.org/pennsylvania/mcclaysmillsmall/little_p1220053_4_5_enhanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcclaysmillsmall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.096860,-77.570840
2092 Maclay's Mill West Bridge This is one of two nearby stone arch bridges that are significant as extremely old and unaltered examples of their type. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) stone Segmental deck arch, fixed. The bridge was primarily built by Silas Harry of Chambersburg, Pennsylvania. 40.097080 -77.570340 Maclays Mill Road (PA-4018) Conodoguinet Creek Rural Franklin County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1827 0 Silas Harry of Chambersburg, Pennsylvania 8 8 30.8 9.39 102 31.09 16.4 5 https://historicbridges.org/pennsylvania/mcclaysmillbig/little_p1220030_small.jpg https://historicbridges.org/pennsylvania/mcclaysmillbig/little_img_4633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcclaysmillbig/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.097080,-77.570340
2093 Macombs Dam Bridge Central Bridge One of the most beautiful bridges in New York City, this swing bridge has been preserved. The technical description of the main or most noteworthy span of the bridge is a 415 ft (126.49 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Passaic Rolling Mill Company of Paterson, New Jersey. The bridge was primarily designed by Alfred P. Boller of Philadelphia, Pennsylvania. 40.828056 -73.934722 Jerome Avenue and 155th Street Harlem River New York The Bronx, New York and Manhattan, New York New York United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 0 1895 2003 Passaic Rolling Mill Company of Paterson, New Jersey Alfred P. Boller of Philadelphia, Pennsylvania 9 9 415 126.49 2540 774.19 44 13.41 https://historicbridges.org/newyork/macombsdam/little_pict7183_small.jpg https://historicbridges.org/newyork/macombsdam/little_pict7300.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/macombsdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.828056,-73.934722
2095 ! Madison Bridge Keim Street Bridge This rare multi-span pony truss bridge is the longest of its type in all of Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.235000 -75.634160 Keim Street Schuylkill River Pottstown Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 8 0 0 1935 0 Unknown 6 8 92 28.04 749 228.3 20 6.1 https://historicbridges.org/pennsylvania/keim/little_dscf0478_small.jpg https://historicbridges.org/pennsylvania/keim/little_dscf0478.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keim/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.235000,-75.634160
2096 Madison Street Bridge Lyric Opera Bridge The first bascule bridge in Chicago to raise the deck trusses above the deck slightly to act as guardrails. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.881900 -87.638150 Madison Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1922 1994 Ketler-Elliott Company of Chicago, Illinois City of Chicago 8 8 221 67.36 283.2 86.32 38 11.58 https://historicbridges.org/illinois/madison/little_p1170569_70_71_enhancd_small.jpg https://historicbridges.org/illinois/madison/little_p1170569_70_71_enhancd.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/madison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881900,-87.638150
2097 Madison Avenue Bridge This beautiful swing bridge has been maintained and remains in good condition today. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 40.814167 -73.934167 Madison Avenue Harlem River New York The Bronx, New York and Manhattan, New York New York United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1910 1994 American Bridge Company of New York, New York 8 7 300 91.44 1892 576.68 54 16.46 https://historicbridges.org/newyork/madison/little_pict7134_small.jpg https://historicbridges.org/newyork/madison/little_pict7134.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/madison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.814167,-73.934167
2098 Madison Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 79.8 ft (24.32 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.231760 -73.232080 Madison Avenue Merritt Parkway (CT-15) Bridgeport Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Mariani Construction Company of New Haven, Connecticut 6 6 79.8 24.32 81 24.69 30.2 9.2 https://historicbridges.org/connecticut/madison/little_img_2409_small.jpg https://historicbridges.org/connecticut/madison/little_img_2409.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/madison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.231760,-73.232080
2099 Mahaffey Railroad Bridge This old and noteworthy railroad bridge includes both a pony truss and a deck truss span. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.876120 -78.729340 Railroad (RJ Corman Railroad) Chest Creek and Sheffield Street Mahaffey Clearfield County, Pennsylvania Pennsylvania United States Metal Camelback Rivet-Connected Pony Truss Fixed 7 1 0 0 1892 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/mahaffey/little_pict9274_small.jpg https://historicbridges.org/pennsylvania/mahaffey/little_pict9274.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahaffey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.876120,-78.729340
2100 Mahoning Avenue Viaduct This extremely long bridge is noted for a curve during its length of over 1000 feet, as well as some oddly skewed spans. The technical description of the main or most noteworthy span of the bridge is a 307 ft (93.57 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Independent Bridge Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Thomas Gilkey. 40.982130 -80.353360 Mahoning Avenue Shenango River and Railroad (Various) New Castle Lawrence County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 3 Metal Deck Girder Fixed 0 8 1923 1985 Independent Bridge Company of Pittsburgh, Pennsylvania Thomas Gilkey 8 8 307 93.57 1195 364.24 29.5 8.99 https://historicbridges.org/pennsylvania/mahoningave/little_mahoningavenueviaduct5255_small.jpg https://historicbridges.org/pennsylvania/mahoningave/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.982130,-80.353360
2101 Mahoning Street Railroad Overpass One of several truss bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 40.942240 -78.982750 Railroad (Baltimore and Pittsburgh - Norfolk Southern) Mahoning Street (PA-36) Punxsutawney Jefferson County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/mahoningoverpass/little_pict9452_small.jpg https://historicbridges.org/pennsylvania/mahoningoverpass/little_pict9452.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.942240,-78.982750
2102 Mahoningtown Railroad Bridge A rare example of a railroad pony truss, this is a two-span example. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.971550 -80.382950 Railroad (Norfolk Southern) Mahoning River Mahoningtown Lawrence County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 2 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/mahoningtown/little_pict9122_small.jpg https://historicbridges.org/pennsylvania/mahoningtown/little_pict9122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.971550,-80.382950
2103 Maiden Lane Bridge This long-abandoned truss bridge is a rarity in Berrien County. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.050410 -86.505570 Maiden Lane (Old, Abandoned Alignment) Hickory Creek St. Joseph Township Berrien County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/michigan/maidenlane/little_p1630203_small.jpg https://historicbridges.org/michigan/maidenlane/little_p1630203.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/maidenlane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.050410,-86.505570
2104 Main Avenue Bridge Cleveland Memorial Shoreway Bridge, Harold H. Burton Memorial Bridge This complex bridge with its variety of span types is the longest historic highway bridge structure in Ohio. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio and Fred L. Plummer. 41.498540 -81.705180 Main Avenue (Cleveland Memorial Shoreway) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 Cantilever 10 Metal Rigid-Frame Fixed 0 Continuous 30 1939 2007 Bethlehem Steel Company of Bethlehem, Pennsylvania Wilbur J. Watson and Associates of Cleveland, Ohio and Fred L. Plummer 8 8 400 121.92 8000 2438.4 82 24.99 https://historicbridges.org/ohio/mainavenue/little_main_9211_2_3vib_small.jpg https://historicbridges.org/ohio/mainavenue/little_main_9000_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mainavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.498540,-81.705180
2105 Main Canal Bridge One of several bridges on this canal, this pedestrian bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 44.093030 -70.216510 Pedestrian Walkway Main Canal Lewiston Androscoggin County, Maine Maine United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 5 0 0 0 0 0 0 https://historicbridges.org/maine/lewistoncanal2/little_p1480540_small.jpg https://historicbridges.org/maine/lewistoncanal2/little_p1480540.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lewistoncanal2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.093030,-70.216510
2106 Main Drive Bridge Tunnel Under Main Drive This structure that carries a highway over a park walkway appears to be an extremely old concrete structure. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 37.770570 -122.459680 Main Drive (Middle Drive, Nanci Pelosi Drive) Pedestrian Walkway San Francisco San Francisco County, California California United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1894 0 Unknown 8 6 0 0 0 0 0 0 https://historicbridges.org/california/goldengatepark/little_day4_nancypelosidrivebridge05546_small.jpg https://historicbridges.org/california/goldengatepark/little_day4_nancypelosidrivebridge05546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/goldengatepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.770570,-122.459680
2107 Main Street Bridge This bridge is a representative example of a highway plate girder bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Unknown. 44.088060 -70.225310 Main Street (ME-136) Little Androscoggin River Auburn Androscoggin County, Maine Maine United States Metal Through Girder Fixed 0 1 0 0 1948 1991 Unknown 3 3 90 27.43 95 28.96 45 13.72 https://historicbridges.org/maine/auburnmainstreet/little_p1480332_small.jpg https://historicbridges.org/maine/auburnmainstreet/little_p1480332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/auburnmainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.088060,-70.225310
2109 Main Street Bridge This concrete arch bridge has been widened twice since its construction. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.699910 -78.186580 Main Street (MD-144) Little Tonoloway Creek Hancock Washington County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 1952 Unknown 6 6 43 13.11 48 14.63 37 11.28 https://historicbridges.org/maryland/hancock/little_p1210353_small.jpg https://historicbridges.org/maryland/hancock/little_p1210353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/hancock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699910,-78.186580
2110 Main Street Bridge With two colors of stone, this is a very old arch bridge with a relatively long span length as well. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 44.505240 -73.480680 Main Street (NY-22) Ausable River Keeseville Clinton County, New York and Essex County, New York New York United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 2000 Unknown 7 6 91 27.74 109 33.22 22.3 6.8 https://historicbridges.org/newyork/keeseville/little_p1070512_small.jpg https://historicbridges.org/newyork/keeseville/little_p1070512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keeseville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.505240,-73.480680
2112 Main Street Bridge This is a tiny concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.102220 -85.146110 Main Street (Old M-61) Middle Branch River Marion Osceola County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1939 0 Unknown 2 2 25 7.62 27 8.23 87 26.52 https://historicbridges.org/michigan/mainmiddlebranch/little_mainstmiddlebrr5_small.jpg https://historicbridges.org/michigan/mainmiddlebranch/little_mainstmiddlebrr5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mainmiddlebranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.102220,-85.146110
2113 Main Street Bridge Talcottville Bridge A small but significant lenticular pony truss sits at the end of Main Street which is cut in half by the nearby freeway. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.822290 -72.498050 Main Street Tankerhoosen River Talcottville Tolland County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 1891 1995 Berlin Iron Bridge Company of East Berlin, Connecticut 8 8 66 20.12 71 21.64 16 4.88 https://historicbridges.org/connecticut/mainstreet/little_pict6038_small.jpg https://historicbridges.org/connecticut/mainstreet/little_pict6038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.822290,-72.498050
2114 Main Street Bridge This bridge is one of only two truss bridges in the county and is a long, unaltered, and early example of its type. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 47.413870 -88.297960 Main Street Eagle River Eagle River Keweenaw County, Michigan Michigan United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1909 0 Joliet Bridge and Iron Company of Joliet, Illinois 6 7 80 24.38 92 28.04 18 5.49 https://historicbridges.org/michigan/eaglerivermainstreet/little_eaglerivermainstreet_4297_small.jpg https://historicbridges.org/michigan/eaglerivermainstreet/little_eaglerivermainstreet_4297.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/eaglerivermainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.413870,-88.297960
2115 Main Street Sidewalk Bridge This tiny bridge is an uncommon surviving example of a riveted small-scale pedestrian truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.909080 -77.601990 Main Street Sidewalk Spring Brook Lima Livingston County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/mainspringbrook/little_pedpony1_grey30_small.jpg https://historicbridges.org/newyork/mainspringbrook/little_pedpony1_grey30.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mainspringbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.909080,-77.601990
2116 Main Street Bridge A rare and unusual example of a very small swing bridge, sadly this structure was rendered decorative in a severe alteration. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Parker through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.841389 -70.925556 Main Street Powwow River Amesbury Essex County, Massachusetts Massachusetts United States Metal Parker Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 0 1891 1998 Boston Bridge Works of Boston, Massachusetts 7 8 104 31.7 110 33.53 22.3 6.8 https://historicbridges.org/massachusetts/amesbury/little_img_1843_small.jpg https://historicbridges.org/massachusetts/amesbury/little_img_1843.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/amesbury/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.841389,-70.925556
2119 Main Street Memorial Bridge Elkhart County Bridge 381 One of several remaining arch bridges in Elkhart. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.692270 -85.975960 Main Street St. Joseph River Elkhart Elkhart County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1927 1986 Unknown 6 6 92 28.04 298 90.83 59.7 18.2 https://historicbridges.org/indiana/elkhartmain/little_mainstreetelkhart451_small.jpg https://historicbridges.org/indiana/elkhartmain/little_mainstreetelkhart451.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/elkhartmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.692270,-85.975960
2120 Main Street Bridge This is a late example of a t-beam bridge with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Canonie Construction Company of South Haven, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.297520 -85.170060 Main Street Kalamazoo River Battle Creek Calhoun County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1957 0 Canonie Construction Company of South Haven, Michigan Michigan State Highway Department 1 2 59.7 18.2 119.8 36.52 24 7.32 https://historicbridges.org/michigan/battlecreek/bkg_07photos018_small.jpg https://historicbridges.org/michigan/battlecreek/07photos030.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/battlecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.297520,-85.170060
2121 Main Street Bridge This bridge has the least number of sides possible to still be considered a Polygonal Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 120.7 ft (36.79 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.071260 -76.046770 Main Street Big Choconut Creek Vestal Broome County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1929 1991 American Bridge Company of New York, New York 5 5 120.7 36.79 121.7 37.09 22 6.71 https://historicbridges.org/newyork/vestalsouth/bkg_newyork535_small.jpg https://historicbridges.org/newyork/vestalsouth/newyork1547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vestalsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.071260,-76.046770
2122 Main Street Bridge Welland Canal Bridge #19 One of three movable heritage bridges in Port Colborne. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 42.901520 -79.245320 Main Street (RR-3) Welland Canal Port Colborne Niagara Region, Ontario Ontario Canada Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/portcolbornekh3/little_p1420050_small.jpg https://historicbridges.org/ontario/portcolbornekh3/little_p1420050.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcolbornekh3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.901520,-79.245320
2124 Main Street Bridge This is a well-maintained example of a mid-20th Century steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.410850 -84.607180 Main Street Pine River St. Louis Gratiot County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 0 Unknown 1 1 50 15.24 100 30.48 24 7.32 https://historicbridges.org/michigan/stlouismain/little_p1360592_small.jpg https://historicbridges.org/michigan/stlouismain/little_p1360592.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stlouismain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.410850,-84.607180
2125 Main Street Bridge Bridge E-128 One of the most bizarre and noteworthy of all the historic Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 138.8 ft (42.31 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and H.S. Kerbaugh Inc. of Philadelphia, Pennsylvania. 43.101620 -77.441910 Main Street (NY-250) Erie Canal (New York State Barge Canal) Fairport Monroe County, New York New York United States Metal Polygonal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 0 1 1914 2009 Lackawanna Bridge Company of Buffalo, New York and H.S. Kerbaugh Inc. of Philadelphia, Pennsylvania 8 8 138.8 42.31 159.8 48.71 36.7 11.19 https://historicbridges.org/newyork/fairportmain/little_fairportmain05_small.jpg https://historicbridges.org/newyork/fairportmain/little_fairportmain05.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fairportmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.101620,-77.441910
2126 Main Street Culvert One of two nearby early concrete cast-in-place culverts with good historic integrity and attractive railings. The technical description of the main or most noteworthy span of the bridge is a 13.8 ft (4.21 m) concrete culvert, fixed. The bridge was primarily built by W. H. Harvie and J. H. Frisinger. 42.117220 -86.449160 Main Street (BL-94) Ox Creek Benton Harbor Berrien County, Michigan Michigan United States Concrete Culvert Fixed 0 2 0 0 1949 0 W. H. Harvie and J. H. Frisinger 1 2 13.8 4.21 29 8.84 50 15.24 https://historicbridges.org/michigan/bentonharbor/little_rpict206_small.jpg https://historicbridges.org/michigan/bentonharbor/little_rpict206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bentonharbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.117220,-86.449160
2127 Main Street Overpass This overpass reperesents its type effectively due to good integrity. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.883310 -80.331950 Abandoned Road Main Street (PA-288) Wampum Lawrence County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 4 5 50 15.24 50 15.24 19 5.79 https://historicbridges.org/pennsylvania/wampumrr/swpenn073625_small.jpg https://historicbridges.org/pennsylvania/wampumrr/swpenn073625.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wampumrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.883310,-80.331950
2128 Major Road Bridge One of two rare examples of a pin-connected Warren truss in the county, bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.047630 -91.845060 Major Road (Old Alignment) Little Turkey River Rural Fayette County, Iowa Iowa United States Metal Warren Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/iowa/major/little_dscf5715_small.jpg https://historicbridges.org/iowa/major/little_dscf5715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/major/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.047630,-91.845060
2129 ! Day Road Bridge Majorsville Road Bridge This beautiful historic bridge still stands in defiance of the industrial activity that has destroyed the surrounding natural landscape. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.962110 -80.516540 Majorsville Road (Day Road, PA-3001) Enlow Fork Wheeling Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1901 0 Unknown 7 7 102 31.09 104 31.7 14.8 4.51 https://historicbridges.org/pennsylvania/majorsville/little_majorsville1224_small.jpg https://historicbridges.org/pennsylvania/majorsville/little_majorsville1224.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/majorsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.962110,-80.516540
2130 Malloryville Road Bridge A small pony truss with an interesting builder. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Good Roads Machinery Company of Marathon, New York. 42.533940 -76.310640 Malloryville Road Fall Creek Rural Tompkins County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1915 1973 Good Roads Machinery Company of Marathon, New York 5 5 64 19.51 68 20.73 15.4 4.69 https://historicbridges.org/newyork/malloryville/bkg_newyork652_small.jpg https://historicbridges.org/newyork/malloryville/newyork1942.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/malloryville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.533940,-76.310640
2131 Manchester Street Bridge This attractive, relocated, and preserved bridge is extremely rare among Wisconsin bridges. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 43.471120 -89.756470 Pedestrian Walkway Baraboo River Baraboo Sauk County, Wisconsin Wisconsin United States Metal Camelback Pin-Connected Through Truss Fixed 7 1 0 0 1884 1987 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 7 8 128 39.01 129 39.32 13.7 4.18 https://historicbridges.org/wisconsin/manchesterstreet/little_manchesterstreet6967_small.jpg https://historicbridges.org/wisconsin/manchesterstreet/little_manchesterstreet6967.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/manchesterstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.471120,-89.756470
2132 Manhattan Bridge The companion bridge to Brooklyn Bridge, but in its own right one of the most beautiful and impressive bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 1470 ft (448.06 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Ryan-Parker Construction Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal, Othniel Foster Nichols, and Leon Moisseiff. 40.707090 -73.990580 Flatbush Avenue and New York City Subway East River and Various Roads New York Brooklyn, New York and Manhattan, New York New York United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 20 1909 1990 Ryan-Parker Construction Company of New York, New York Gustav Lindenthal, Othniel Foster Nichols, and Leon Moisseiff 10 10 1470 448.06 6855 2089.4 46 14.02 https://historicbridges.org/newyork/manhattan/little_pict7458_small.jpg https://historicbridges.org/newyork/manhattan/little_pict7458.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/manhattan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.707090,-73.990580
2133 Manistee River Railroad Bridge This truss bridge has some unusual details and appears to be a fairly old example of a railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.263724 -86.306075 Railroad (Marquette Rail) Manistee River Near Manistee Manistee County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 6 0 0 Unknown 7 8 110 33.53 110 33.53 188 57.3 https://historicbridges.org/michigan/manisteerr/little_x-brg_1484_small.jpg https://historicbridges.org/michigan/manisteerr/little_x-brg_1484.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manisteerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.263724,-86.306075
2134 ! Manistee River Railroad Bridge This is a large deck truss that is still in use by trains. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 44.497210 -85.425650 Railroad (Tuscola and Saginaw) Manistee River Rural Wexford County, Michigan Michigan United States Metal Pratt Pin-Connected Deck Truss Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 1898 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/wexfordrail/little_x-brg_0182_3_4vib_small.jpg https://historicbridges.org/michigan/wexfordrail/little_x-brg_0182_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wexfordrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.497210,-85.425650
2135 Manistee Swing Bridge This functioning plate girder swing bridge is an unusual sight in Michigan. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal Variable Depth deck girder, movable: swing, Bobtail. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 44.251650 -86.317910 Railroad (Marquette Rail) Manistee River Manistee Manistee County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Swing Bobtail 0 1 Metal Deck Girder Fixed 0 2 1939 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 6 7 100 30.48 312 95.1 0 0 https://historicbridges.org/michigan/manisteeswing/little_manisteerrswingbridge25_small.jpg https://historicbridges.org/michigan/manisteeswing/little_manisteerrswingbridge25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manisteeswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.251650,-86.317910
2136 Manthey Road Bridge The pin-connected through truss approach span on this bridge outshines its main bascule span. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. 37.785820 -121.307060 Manthey Road San Joaquin River Mossdale San Joaquin County, California California United States Metal Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule Strauss Trunnion 0 1 Metal Parker Pin-Connected Through Truss Fixed 8 Continuous 9 1926 0 Unknown 7 7 200 60.96 539 164.29 24.3 7.41 https://historicbridges.org/california/mantheyroadbridge/little_day2_mantheyroadbridge01733_small.jpg https://historicbridges.org/california/mantheyroadbridge/little_day2_mantheyroadbridge01733.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/mantheyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.785820,-121.307060
2137 Maple Avenue Railroad Bridge Seeley Creek Railroad Bridge A multi-span example of an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 42.049580 -76.776880 Railroad (Norfolk Southern) Seeley Creek Near Elmira Chemung County, New York New York United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 10 2 0 0 0 0 Unknown 8 7 0 0 0 0 0 0 https://historicbridges.org/newyork/mapleaverr/bkg_newyork004_small.jpg https://historicbridges.org/newyork/mapleaverr/newyork0850.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mapleaverr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.049580,-76.776880
2138 Maple City Drive Pedestrian Bridge One of two unusual riveted pedestrian overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 42.329890 -77.663270 Maple City Drive (NY-21 and NY-36) Canacadea Creek Hornell Steuben County, New York New York United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/newyork/maplecity/little_img_6102_small.jpg https://historicbridges.org/newyork/maplecity/little_img_6102.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/maplecity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.329890,-77.663270
2139 Maple Grove Road Bridge A small concrete arch bridge with altered railings. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. 39.675550 -79.171110 Maple Grove Road Casselman River Casselman (Rural) Garrett County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 0 Concrete Steel Bridge Company of Clarksburg, West Virginia 5 5 55 16.76 57 17.37 11.5 3.51 https://historicbridges.org/maryland/maplegrove/swpenn073051_small.jpg https://historicbridges.org/maryland/maplegrove/swpenn073051.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/maplegrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.675550,-79.171110
2141 Maple Ridge Road Bridge This bridge is noted for its unusual railings which appear to be based off of a more common standard railing design in Michigan. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.100790 -87.034910 Maple Ridge Road (CR-432) Rapid River Rural Delta County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1939 0 Unknown 2 3 60 18.29 67 20.42 20 6.1 https://historicbridges.org/michigan/mapleridge/little_mapleridgeroad25_small.jpg https://historicbridges.org/michigan/mapleridge/little_mapleridgeroad25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mapleridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.100790,-87.034910
2142 Maple Road Bridge Foster Bridge A beautifully restored truss bridge, retrofitted for 20 tons! The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.317140 -83.778020 Maple Road Huron River Ann Arbor Township Washtenaw County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Wood Slab 0 2 0 2022 Wrought Iron Bridge Company of Canton, Ohio 7 7 119.8 36.52 150 45.72 16 4.88 https://historicbridges.org/truss/maple/little_pict3123_small.jpg https://historicbridges.org/truss/maple/little_pict3119.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/maple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317140,-83.778020
2143 Maple Road Bridge Iowa Bridge Number 185160 A good representative example of a rural Iowa standard plan truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.904390 -94.207720 130th Avenue (Maple Road) East Fork Des Moines River Rural Humboldt County, Iowa Iowa United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 5 5 120 36.58 122 37.19 17 5.18 https://historicbridges.org/iowa/130th/little_dscf6442_small.jpg https://historicbridges.org/iowa/130th/little_dscf6442.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/130th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.904390,-94.207720
2145 Maple Avenue Bridge One of two nearby through plate girders with beautiful railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Sanitary District of Chicago. 42.071200 -87.686340 Maple Avenue North Shore Channel Wilmette Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 3 0 0 1909 0 Unknown Sanitary District of Chicago 4 7 71 21.64 144 43.89 24 7.32 https://historicbridges.org/illinois/maple/little_dscf2723_small.jpg https://historicbridges.org/illinois/maple/little_dscf2723.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/maple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.071200,-87.686340
2146 Maple Street Bridge A traditional but late example of a riveted deck plate girder bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Brown Brothers of Lansing, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 44.248330 -86.323610 Maple Street Manistee River Manistee Manistee County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1964 1993 Brown Brothers of Lansing, Michigan Hazelet and Erdal of Chicago, Illinois 3 2 126 38.4 286 87.17 24 7.32 https://historicbridges.org/michigan/manisteemaple/little_maplestmanisteer5_small.jpg https://historicbridges.org/michigan/manisteemaple/little_maplestmanisteer5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manisteemaple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.248330,-86.323610
2148 Marathon Bridge An attractive truss bridge forms the centerpiece of a small town. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.440280 -76.035560 Main Street Tioughnioga River Marathon Cortland County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 9 1 0 0 1932 1993 Unknown New York State Department of Public Works 5 5 175 53.34 178.8 54.5 7.3 2.23 https://historicbridges.org/newyork/marathon/bkg_newyork588_small.jpg https://historicbridges.org/newyork/marathon/newyork1730.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/marathon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.440280,-76.035560
2150 Marion Center Road Bridge Morton Bridge, Allen County Bridge 290 A rare example of a restored, skewed Whipple truss built by a local bridge company. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Western Bridge Works of Fort Wayne, Indiana. 40.929780 -85.055330 Marion Center Road St. Marys River Rural Allen County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 14 1 0 0 1880 2005 Western Bridge Works of Fort Wayne, Indiana 8 8 175 53.34 176.8 53.89 15.4 4.69 https://historicbridges.org/truss/marioncenter/little_marioncenter1842_small.jpg https://historicbridges.org/truss/marioncenter/little_marioncenter1842.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/marioncenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.929780,-85.055330
2151 Maria Street Bridge Bridge Number 24 One of two excellent surviving examples of a plate girder swing bridge in Peterborough. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. 44.300960 -78.303470 Maria Street Trent-Severn Waterway Peterborough Peterborough County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1897 0 Central Bridge and Engineering Company of Peterborough, Ontario 7 6 0 0 0 0 0 0 https://historicbridges.org/ontario/peterboroughmariastreet/little_p1590328_small.jpg https://historicbridges.org/ontario/peterboroughmariastreet/little_p1590328.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughmariastreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.300960,-78.303470
2152 Marion Avenue Bridge This is a very small stone arch bridge with a long history. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 42.471920 -75.327170 Marion Avenue (NY-51) Dunderberg Creek Gilbertsville Otsego County, New York New York United States Stone Segmental Deck Arch Fixed 0 1 0 0 1855 1904 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/newyork/gilbertsville/little_floodrepair1_small.jpg https://historicbridges.org/newyork/gilbertsville/little_floodrepair1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gilbertsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.471920,-75.327170
2154 Dunlap's Creek Bridge Market Street Bridge The first cast iron bridge in the US, this was a part of the Cumberland Road aka National Road! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (cast iron) Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Vulcan Iron and Machine Works of Brownsville, Pennsylvania (John Snowden). The bridge was primarily designed by Richard Delafield, U.S. Army Corp of Engineers. 40.021390 -79.888220 Market Street (Historic National Road) Dunlaps Creek Brownsville Fayette County, Pennsylvania Pennsylvania United States Metal (Cast Iron) Solid Ribbed Spandrel Braced Deck Arch Fixed 0 1 0 0 1839 1981 Vulcan Iron and Machine Works of Brownsville, Pennsylvania (John Snowden) Richard Delafield, U.S. Army Corp of Engineers 10 10 80 24.38 84 25.6 23 7.01 https://historicbridges.org/pennsylvania/marketstreet/bkg_swpenn28_small.jpg https://historicbridges.org/pennsylvania/marketstreet/swpenn096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/marketstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021390,-79.888220
2155 Market Street Bridge This mighty suspension bridge with tunnel-like through stiffening trusses was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 680 ft (207.26 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by Ohio Steel Erection Company. The bridge was primarily designed by Edwin Kirtland Morse of Pittsburgh, Pennsylvania. 40.358090 -80.608690 Market Street Ohio River Steubenville and East Steubenville Jefferson County, Ohio and Brooke County, West Virginia Ohio and West Virginia United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 7 8 1905 1981 Ohio Steel Erection Company Edwin Kirtland Morse of Pittsburgh, Pennsylvania 7 8 680 207.26 1794 546.81 20.7 6.31 https://historicbridges.org/ohio/market/little_pict2602_small.jpg https://historicbridges.org/ohio/market/little_pict2600.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/market/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.358090,-80.608690
2156 Market Street Bridge This suprisingly well-maintained attractive bridge forms a lovely centerpiece for Cleafield. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.022060 -78.441730 Market Street (PA-1004) West Branch Susquehanna River Clearfield Clearfield County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 1938 1994 Bethlehem Steel Company of Bethlehem, Pennsylvania Pennsylvania State Highway Department 6 6 160 48.77 322 98.15 34.5 10.52 https://historicbridges.org/pennsylvania/clearfield/little_pict8949_small.jpg https://historicbridges.org/pennsylvania/clearfield/little_pict8949.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clearfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.022060,-78.441730
2159 Marquette Park Eastern Golf Course Bridge One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 41.770100 -87.704780 Park Walkway Marquette Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/marquettegolfeast/little_p1270640_small.jpg https://historicbridges.org/illinois/marquettegolfeast/little_p1270640.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettegolfeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.770100,-87.704780
2160 Marquette Park North Bridge One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 41.769740 -87.700780 Park Walkway Marquette Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/marquetteparknorth/little_p1270677_small.jpg https://historicbridges.org/illinois/marquetteparknorth/little_p1270677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquetteparknorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769740,-87.700780
2161 Marquette Park South Bridge One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 41.766010 -87.700570 Park Walkway Marquette Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/marquetteparksouth/little_p1270761_small.jpg https://historicbridges.org/illinois/marquetteparksouth/little_p1270761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquetteparksouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.766010,-87.700570
2162 Marquette Park Northeastern Bridge One of two unusual Marquette Park bridges with stone abutments and a wooden span. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.768920 -87.696560 Park Walkway Marquette Park Lagoon Chicago Cook County, Illinois Illinois United States Wood Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/illinois/marquettewoodnorth/little_p1270816_small.jpg https://historicbridges.org/illinois/marquettewoodnorth/little_p1270816.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettewoodnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.768920,-87.696560
2163 Marquette Park Southeastern Bridge One of two unusual Marquette Park bridges with stone abutments and a wooden span. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.767350 -87.696530 Park Walkway Marquette Park Lagoon Chicago Cook County, Illinois Illinois United States Wood Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/illinois/marquettewoodsouth/little_p1270833_small.jpg https://historicbridges.org/illinois/marquettewoodsouth/little_p1270833.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettewoodsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.767350,-87.696530
2164 Marquette Park Western Golf Course Bridge One of four attractive concrete girder bridges in Marquette Park that carries a park path. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 41.769400 -87.708000 Park Walkway Marquette Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/marquettegolfwest/little_p1270721_small.jpg https://historicbridges.org/illinois/marquettegolfwest/little_p1270721.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/marquettegolfwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769400,-87.708000
2165 Marsh Road Bridge A quaint little pony truss brings beauty to a rural road. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 41.541000 -80.128360 Marsh Road (TR-574) Conneaut Outlet Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1890 1996 Penn Bridge Company of Beaver Falls, Pennsylvania 7 6 73.2 22.31 74.2 22.62 13 3.96 https://historicbridges.org/truss/marsh/little_pict6492_small.jpg https://historicbridges.org/truss/marsh/little_pict6492.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/marsh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.541000,-80.128360
2167 Marshall Avenue Rice Creek Bridge A rare example of stone arch construction on a Michigan highway. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.267270 -84.954250 Marshall Avenue Rice Creek Marshall Calhoun County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 3 0 0 1899 1995 Unknown 5 7 25 7.62 82 24.99 30.8 9.39 https://historicbridges.org/other/marshall/little_p1750348_small.jpg https://historicbridges.org/other/marshall/little_p1750348.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/marshall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.267270,-84.954250
2168 Marshall Avenue Kalamazoo River Bridge A very old concrete arch bridge with unusual railings in a pretty setting. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.261600 -84.954150 Marshall Avenue Kalamazoo River Marshall Calhoun County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 6 6 62 18.9 64 19.51 35 10.67 https://historicbridges.org/other/marshall2/little_p1750220_small.jpg https://historicbridges.org/other/marshall2/little_p1750220.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/marshall2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.261600,-84.954150
2169 Marshalls Bridge An example of a group of unusual bridges in the county that have a brick arch ring. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.058130 -75.751640 Washington Road (PA-4006) Culbertson Run Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 2 0 0 1903 0 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 7 20 6.1 39 11.89 16 4.88 https://historicbridges.org/pennsylvania/chester256marshalls/little_marshalls7_small.jpg https://historicbridges.org/pennsylvania/chester256marshalls/little_marshalls7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester256marshalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.058130,-75.751640
2174 Marvin Ridge Road Bridge This Merritt Parkway bridge is not historic and it replaced a previous historic Merritt Parkway bridge. The technical description of the main or most noteworthy span of the bridge is a 66.9 ft (20.39 m) non-historic, fixed. The bridge was primarily built by Unknown. 41.127000 -73.467510 Marvin Ridge Road Merritt Parkway (CT-15) Norwalk Fairfield County, Connecticut Connecticut United States Non-Historic Fixed 0 1 0 0 1937 1989 Unknown 0 0 66.9 20.39 73.2 22.31 30 9.14 https://historicbridges.org/connecticut/marvinridge/little_img_2194_small.jpg https://historicbridges.org/connecticut/marvinridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/marvinridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.127000,-73.467510
2178 Mason Railroad Bridge This is a small stone arch bridge that is easy to view and photograph. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.580440 -84.447410 Railroad (Norfolk Southern) Sycamore Creek Mason Ingham County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/masonrr/bkg_hbmebridges188_small.jpg https://historicbridges.org/michigan/masonrr/little_dscf7202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/masonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.580440,-84.447410
2180 Masontown Railroad Overpass This traditional structure is located in the shadow of the doomed Masontown Bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.852010 -79.925210 Railroad (Norfolk Southern and CSX) Unnamed Road Near Masontown Fayette County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/masontownarch/bkg_swpenn0946_small.jpg https://historicbridges.org/pennsylvania/masontownarch/swpenn071904.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/masontownarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.852010,-79.925210
2181 Masters Road Bridge A 1930s depression relief funded bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. H. Baker and Sons of Port Huron, Michigan. 42.939980 -82.830610 Masters Road Belle River Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1935 0 J. H. Baker and Sons of Port Huron, Michigan 3 4 54.8 16.7 57.7 17.59 20 6.1 https://historicbridges.org/beam/masters/bkg_07hbme305_small.jpg https://historicbridges.org/beam/masters/07hbme554.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/masters/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.939980,-82.830610
2182 Maumee Street Bridge This small arch bridge has lost its original railings, but the arch remains intact. The technical description of the main or most noteworthy span of the bridge is a 73.8 ft (22.49 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. 41.899800 -84.039740 Maumee Street (US-223 BR) South Branch River Raisin Adrian Lenawee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 E. C. Nolan and Son of Detroit, Michigan 4 5 73.8 22.49 73.8 22.49 44 13.41 https://historicbridges.org/michigan/maumeestreet/little_p1540372_small.jpg https://historicbridges.org/michigan/maumeestreet/little_p1540372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/maumeestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899800,-84.039740
2185 Mayer Road Driveway Bridge An attractive pony truss with riveted connections adds character to a driveway. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 42.925760 -82.619790 Private Driveway Smiths Creek Rural St. Clair County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 3 1 0 0 1905 0 Joliet Bridge and Iron Company of Joliet, Illinois 5 6 0 0 0 0 0 0 https://historicbridges.org/truss/mayer/little_pict7584_small.jpg https://historicbridges.org/truss/mayer/little_pict7584.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mayer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.925760,-82.619790
2186 Mayor Aitken Drive Bridge This is a small arch bridge with a very defined arch shape. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.436460 -75.238390 Mayor Aitken Drive Sunset Lake Raceway Bridgeton Cumberland County, New Jersey New Jersey United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 1980 Unknown 5 5 29 8.84 42 12.8 25.8 7.86 https://historicbridges.org/newjersey/mayoraitkendrive/little_mayoraitkendrive003_small.jpg https://historicbridges.org/newjersey/mayoraitkendrive/little_mayoraitkendrive003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mayoraitkendrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.436460,-75.238390
2187 McAdam Road Bridge This breathtaking bridge, tucked away in old Lake Huron dunes displays a rare truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.081330 -81.737380 McAdam Road Ausable River Rural Middlesex County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/truss/mcadam/little_pict6021_small.jpg https://historicbridges.org/truss/mcadam/little_pict6021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mcadam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.081330,-81.737380
2188 ! McCabe Road Bridge A rare example of a highway plate girder, the existing bridge was constructed in 1953 reusing 1930 plate girders. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.483120 -83.742110 McCabe Road Huron River Rural Livingston County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1930 1953 Unknown 3 6 53.8 16.4 55.8 17.01 19 5.79 https://historicbridges.org/other/mccabe/little_p1370212_3_4_smoothed_small.jpg https://historicbridges.org/other/mccabe/little_p1370212_3_4_smoothed.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/mccabe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.483120,-83.742110
2189 McCamly Street Bridge This is one of the oldest concrete arch bridges in Michigan and was recently restored. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.321590 -85.183070 McCamly Street Battle Creek River Battle Creek Calhoun County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1904 2006 Unknown 4 5 59.7 18.2 119.8 36.52 42 12.8 https://historicbridges.org/other/mccamly/bridge050_small.jpg https://historicbridges.org/other/mccamly/07hbme020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/mccamly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321590,-85.183070
2190 McAlpin Road Private Bridge This small bridge is threatened by a collapsing abutment that has tipped forward by nearly a foot. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 43.698720 -83.343690 Private Drive Columbia Drain Rural Huron County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/michigan/mcalpin/little_pict8484_small.jpg https://historicbridges.org/michigan/mcalpin/little_pict8484.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.698720,-83.343690
2192 McArdle Roadway Viaduct This beautiful bridge runs right up a hillside, and its trusses are visible from many parts of the city. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 40.427790 -79.992900 P.J. McArdle Roadway Railroad (Norfolk Southern) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 11 1933 1960 Unknown 5 7 215 65.53 548 167.03 27 8.23 https://historicbridges.org/pennsylvania/mcardle/bkg_swpenn1102_small.jpg https://historicbridges.org/pennsylvania/mcardle/swpenn072385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcardle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.427790,-79.992900
2193 McCaffrey Bridge Iowa Bridge Number 348840 An attractive two-span truss bridge compliments its setting very well. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.410290 -91.890510 244th Avenue Upper Iowa River Rural Winneshiek County, Iowa Iowa United States Metal Warren Rivet-Connected Through Truss Fixed 6 2 Metal Stringer (Multi-Beam) Fixed 0 1 1924 0 Unknown 6 6 100 30.48 248 75.59 15.1 4.6 https://historicbridges.org/iowa/mccaffrey/little_img_1651_small.jpg https://historicbridges.org/iowa/mccaffrey/little_dscf6122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/mccaffrey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.410290,-91.890510
2194 McCaysville Railroad Bridge A traditionally composed structure resting on a stone substructure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.976520 -84.359490 Railroad (Georgia Northeastern) Toccoa River and River Road Near McCaysville Fannin County, Georgia Georgia United States Metal Pratt Rivet-Connected Through Truss Fixed 6 2 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/georgia/mccaysvillerr/little_dsc_4794_small.jpg https://historicbridges.org/georgia/mccaysvillerr/little_dsc_4794.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/mccaysvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.976520,-84.359490
2196 McCloud Nature Park Bridge Pulaski County Bridge 15 This early example of a truss bridge with bolted connections was relocated and preserved! The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by F. M. Williams Construction Company of Winamac, Indiana. 39.832694 -86.683895 Park Trail Big Walnut Creek Rural Hendricks County, Indiana Indiana United States Metal Warren Bolt-Connected Through Truss Fixed 8 1 0 0 1913 2009 F. M. Williams Construction Company of Winamac, Indiana 7 6 116 35.36 120 36.58 14 4.27 https://historicbridges.org/indiana/mccloud/little_dscf4934_small.jpg https://historicbridges.org/indiana/mccloud/little_dscf4934.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mccloud/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.832694,-86.683895
2198 McCoy Road Bridge Putnam County Bridge 73 One of a couple otherwise rare examples of an early bolted connection truss bridge in Putnam County. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 39.695880 -86.784320 CR-375 East (McCoy Road) Clear Creek Rural Putnam County, Indiana Indiana United States Metal Pratt Bolt-Connected Through Truss Fixed 6 1 0 0 1923 2003 Vincennes Bridge Company of Vincennes, Indiana 7 7 99.7 30.39 101.7 31 15.7 4.79 https://historicbridges.org/indiana/putnam375e/little_dscf5083_small.jpg https://historicbridges.org/indiana/putnam375e/little_dscf5083.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/putnam375e/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.695880,-86.784320
2199 McDonough Street Bridge This is one of the very special bascule bridges in Joliet and is painted blue recently, suggesting these bridges are cared for. The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mississippi Valley Structural Steel Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.516350 -88.088810 McDonough Street (US-6 and US-52) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 5 1934 1987 Mississippi Valley Structural Steel Company Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 6 174 53.04 407.8 124.3 22.6 6.89 https://historicbridges.org/illinois/mcdonough/little_pict0659_small.jpg https://historicbridges.org/illinois/mcdonough/little_pict0659.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mcdonough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.516350,-88.088810
2200 ! McEwen Bridge This attractive bridge serves a section of road that has been turned into a non-motorized trail. The technical description of the main or most noteworthy span of the bridge is a 62.3 ft (18.99 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 43.860430 -79.666370 Kirby Road Humber River Vaughan York Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1923 0 Unknown Frank Barber of Toronto, Ontario 7 7 62.3 18.99 0 0 13 3.96 https://historicbridges.org/ontario/mcewenbridgekirbyroad/little_p1580206_small.jpg https://historicbridges.org/ontario/mcewenbridgekirbyroad/little_p1580206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mcewenbridgekirbyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.860430,-79.666370
2201 McFarlane Street Bridge Norwood Road Bridge Number 26 This is a unique heritage bridge on the Trent-Severn Waterway as a high level fixed truss bridge. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. 44.314300 -78.299910 McFarlane Street (Norwood Road) Trent-Severn Waterway Peterborough Peterborough County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 2008 Central Bridge and Engineering Company of Peterborough, Ontario 6 7 64 19.51 64 19.51 0 0 https://historicbridges.org/ontario/peterboroughmcfarlanestreet/little_p1590155_small.jpg https://historicbridges.org/ontario/peterboroughmcfarlanestreet/little_p1590155.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughmcfarlanestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.314300,-78.299910
2203 McDougal Line Bridge An interesting bridge with good structural integrity and attractive railings. The technical description of the main or most noteworthy span of the bridge is a 34.4 ft (10.49 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.314980 -82.321210 McDougal Line Government Drain Number 1 Rural Chatham-Kent Region, Ontario Ontario Canada Concrete T-Beam Fixed 0 2 0 0 1940 0 Unknown 3 4 34.4 10.49 72.2 22.01 23.6 7.19 https://historicbridges.org/concrete/mcdougal/bkg_ontario26_small.jpg https://historicbridges.org/concrete/mcdougal/ontario082.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/mcdougal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.314980,-82.321210
2204 McGilvray Road Bridge Number 1 This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 65.3 ft (19.9 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. 44.020800 -91.307810 McGilvray Road Black River Bottoms Rural La Crosse County, Wisconsin Wisconsin United States Metal Bowstring Pin-Connected Pony Truss Fixed 5 2 0 0 1906 1997 La Crosse Bridge and Steel Company of La Crosse, Wisconsin Charles M. Horton 9 9 65.3 19.9 134 40.84 17 5.18 https://historicbridges.org/wisconsin/mcgilvrayroad1/little_sevenbridgesroad1773_small.jpg https://historicbridges.org/wisconsin/mcgilvrayroad1/little_sevenbridgesroad1773.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.020800,-91.307810
2205 McGilvray Road Bridge Number 2 This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 69.2 ft (21.09 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. 44.021000 -91.310610 McGilvray Road Black River Bottoms Rural La Crosse County, Wisconsin Wisconsin United States Metal Bowstring Pin-Connected Pony Truss Fixed 5 2 0 0 1908 1997 La Crosse Bridge and Steel Company of La Crosse, Wisconsin Charles M. Horton 9 9 69.2 21.09 141 42.98 17 5.18 https://historicbridges.org/wisconsin/mcgilvrayroad2/little_sevenbridgesroad1820_small.jpg https://historicbridges.org/wisconsin/mcgilvrayroad2/little_sevenbridgesroad1820.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.021000,-91.310610
2206 McGilvray Road Bridge Number 3 This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. 44.021310 -91.314360 McGilvray Road Black River Bottoms Rural La Crosse County, Wisconsin Wisconsin United States Metal Bowstring Pin-Connected Pony Truss Fixed 5 1 0 0 1905 1997 La Crosse Bridge and Steel Company of La Crosse, Wisconsin Charles M. Horton 9 9 98 29.87 100 30.48 17 5.18 https://historicbridges.org/wisconsin/mcgilvrayroad3/little_sevenbridgesroad1838_small.jpg https://historicbridges.org/wisconsin/mcgilvrayroad3/little_sevenbridgesroad1838.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.021310,-91.314360
2207 McGilvray Road Bridge Number 4 This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 64.2 ft (19.57 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. 44.023130 -91.320570 McGilvray Road Black River Bottoms Rural La Crosse County, Wisconsin Wisconsin United States Metal Bowstring Pin-Connected Pony Truss Fixed 5 2 0 0 1907 1997 La Crosse Bridge and Steel Company of La Crosse, Wisconsin Charles M. Horton 9 9 64.2 19.57 131 39.93 17 5.18 https://historicbridges.org/wisconsin/mcgilvrayroad4/little_sevenbridgesroad1886_small.jpg https://historicbridges.org/wisconsin/mcgilvrayroad4/little_sevenbridgesroad1886.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.023130,-91.320570
2208 McGilvray Road Bridge Number 5 Relocated and preserved, this is one of six historic bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. 44.023380 -91.329070 McGilvray Road Black River Bottoms Rural La Crosse County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1921 1997 Worden-Allen Company of Milwaukee, Wisconsin 6 6 60 18.29 60 18.29 17 5.18 https://historicbridges.org/wisconsin/mcgilvrayroad5/little_sevenbridgesroad2036_small.jpg https://historicbridges.org/wisconsin/mcgilvrayroad5/little_sevenbridgesroad2036.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.023380,-91.329070
2209 McGilvray Road Bridge Number 6 This is one of five very unusual and highly significant patented bridges on McGilvray Road, today a hiking trail. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by La Crosse Bridge and Steel Company of La Crosse, Wisconsin. The bridge was primarily designed by Charles M. Horton. 44.024020 -91.335680 McGilvray Road Black River Bottoms Rural La Crosse County, Wisconsin Wisconsin United States Metal Bowstring Pin-Connected Pony Truss Fixed 4 1 0 0 1905 1997 La Crosse Bridge and Steel Company of La Crosse, Wisconsin Charles M. Horton 9 9 48 14.63 50 15.24 17 5.18 https://historicbridges.org/wisconsin/mcgilvrayroad6/little_sevenbridgesroad2033_small.jpg https://historicbridges.org/wisconsin/mcgilvrayroad6/little_sevenbridgesroad2033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mcgilvrayroad6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.024020,-91.335680
2210 McIntyre Road Bridge This is a tiny, but unaltered and nice looking stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Allegheny County Department of Public Works. 40.623220 -79.922460 McIntyre Road (TR-618) West Branch Deer Creek Rural Allegheny County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1900 0 Unknown Allegheny County Department of Public Works 6 4 18 5.49 49 14.94 18 5.49 https://historicbridges.org/pennsylvania/mcintireroad/little_mcintireroad0962_small.jpg https://historicbridges.org/pennsylvania/mcintireroad/little_mcintireroad0962.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mcintireroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.623220,-79.922460
2212 McKinnon Road Bridge This long abandoned bridge and road are hidden far within Minesing Wetlands Conservation Area The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is within Minesing Wetlands Conservation Area. Approach the bridge from the south. It is about 1.2 miles (2 kilometers) walk on a trail from the current northern drivable end of McKinnon Road. 44.377530 -79.884690 McKinnon Road Nottawasaga River Rural Simcoe County, Ontario Ontario Canada This bridge is within Minesing Wetlands Conservation Area. Approach the bridge from the south. It is about 1.2 miles (2 kilometers) walk on a trail from the current northern drivable end of McKinnon Road. Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/mckinnon/little_3908655894_9a7f85ca9cmckinnonroadbridge_lookingeast_small.jpg https://historicbridges.org/ontario/mckinnon/little_3908655894_9a7f85ca9cmckinnonroadbridge_lookingeast.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mckinnon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.377530,-79.884690
2213 McMillin Road Bridge This early surviving Pratt truss bridge is tucked into an abruptly wooded setting next to extensive farmland. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.373650 -82.811970 McMillin Road (TR-215) Big Walnut Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1884 1998 Massillon Bridge Company of Massillon, Ohio 7 6 56 17.07 58 17.68 11.8 3.6 https://historicbridges.org/ohio/mcmillin5932378/little_mcmillin5932378_869_small.jpg https://historicbridges.org/ohio/mcmillin5932378/little_mcmillin5932378_869.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mcmillin5932378/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.373650,-82.811970
2214 L McNichols Road Bridge 6 Mile Road Bridge One of a handful of overpasses that were the last examples of an unusual variation of an attractive Michigan railing design. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Charles J. Rogers Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.415540 -83.218810 McNichols Road (6 Mile Road) Southfield Freeway (M-39) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 2 0 0 1963 0 Charles J. Rogers Construction Company Michigan State Highway Department 1 3 53.8 16.4 109 33.22 125 38.1 https://historicbridges.org/michigan/southfield_mcnichols/little_dscf5331_small.jpg https://historicbridges.org/michigan/southfield_mcnichols/little_dscf5331.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southfield_mcnichols/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.415540,-83.218810
2216 Sponable Bridge McKeown Road Bridge The last public truss bridge in Barry County was restored and a park developed around it. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.615720 -85.236300 McKeown Road (Old Alignment) Thornapple River Rural Barry County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1903 1975 Massillon Bridge Company of Massillon, Ohio 7 8 119 36.27 121 36.88 16.4 5 https://historicbridges.org/truss/mckeown/bkg_spring06_41_small.jpg https://historicbridges.org/truss/mckeown/spring06_146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mckeown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.615720,-85.236300
2217 Meadow Run Road Bridge This bridge is an excellent example of the York Bridge Company and it retains the unusual railings that the company used. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.840480 -79.508290 Meadow Run Road Meadow Run Rural Fayette County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1904 0 York Bridge Company of York, Pennsylvania 6 6 53.2 16.22 56 17.07 13.8 4.21 https://historicbridges.org/pennsylvania/meadowrunroad/little_meadowrunroad0909_small.jpg https://historicbridges.org/pennsylvania/meadowrunroad/little_meadowrunroad0909.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meadowrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.840480,-79.508290
2219 Mead Road Bridge This is a forgotten through truss that retains excellent historic integrity and appears to be the work of Massillon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 98.8 ft (30.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 43.074230 -84.413280 Mead Road Maple River Rural Clinton County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1907 0 Massillon Bridge Company of Massillon, Ohio 7 7 98.8 30.11 98.8 30.11 16 4.88 https://historicbridges.org/truss/meadrd/1bkg_hbme_329_small.jpg https://historicbridges.org/truss/meadrd/1hbme_736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/meadrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.074230,-84.413280
2222 Meadowvale Road Bridge This traditional riveted pony truss appears to have been galvanized some time ago. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.830400 -79.180530 Meadowvale Road Little Rouge Creek Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 83 25.3 83 25.3 0 0 https://historicbridges.org/ontario/meadowvaleroad/little_p1590479_small.jpg https://historicbridges.org/ontario/meadowvaleroad/little_p1590479.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/meadowvaleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.830400,-79.180530
2223 Mechanic Falls Bridge This is an unusual continuous concrete variable depth slab bridge with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 44.110960 -70.391130 ME-11 and ME-121 (Pleasant Street, Elm Street) Little Androscoggin River Mechanic Falls Androscoggin County, Maine Maine United States Concrete Rigid-Frame Fixed 0 Continuous 1 0 0 1949 1984 Unknown 3 4 64 19.51 189 57.61 28 8.53 https://historicbridges.org/maine/mechanicfalls/little_p1480194_small.jpg https://historicbridges.org/maine/mechanicfalls/little_p1480194.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/mechanicfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.110960,-70.391130
2224 Mechanic Falls Railroad Bridge This is a rare example of a pin-connected truss bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 44.109560 -70.390790 Railroad (St. Lawrence and Atlantic Railroad) Little Androscoggin River Mechanic Falls Androscoggin County, Maine Maine United States Metal Pratt Pin-Connected Deck Truss Fixed 7 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/maine/mechanicfallsrr/little_p1480215_small.jpg https://historicbridges.org/maine/mechanicfallsrr/little_p1480215.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/mechanicfallsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.109560,-70.390790
2225 ! Mechanic Street Railroad Overpass One of two old and interesting plate girder railroad overpass bridges near downtown Jackson. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.249420 -84.405930 Mechanic Street Railroad (Norfolk Southern and Amtrak) Jackson Jackson County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1901 0 Unknown 1 4 0 0 0 0 0 0 https://historicbridges.org/michigan/mechanic/little_dscf2474_small.jpg https://historicbridges.org/michigan/mechanic/little_dscf2474.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mechanic/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.249420,-84.405930
2226 Meech Road Bridge This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. 42.631400 -84.260860 Meech Road Doan Creek Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1945 0 E. C. Nolan and Son of Detroit, Michigan 1 2 37.7 11.49 40 12.19 26 7.92 https://historicbridges.org/michigan/meech/little_p1470258_small.jpg https://historicbridges.org/michigan/meech/little_p1470258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/meech/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.631400,-84.260860
2227 Mehring Way Railroad Overpass A heavily skewed, large through truss overpass that is rare as a continuous truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. 39.097770 -84.532160 Railroad (CSX) Mehring Way Cincinnati Hamilton County, Ohio Ohio United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 12 Continuous 2 Metal Deck Girder Fixed 0 0 1931 0 Unknown 7 7 90 27.43 7440.3 2267.8 0 0 https://historicbridges.org/ohio/mehring/little_pict1589_small.jpg https://historicbridges.org/ohio/mehring/little_pict1589.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mehring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.097770,-84.532160
2228 Meighen Bridge This Camelback truss is among the most impressive of the Fish Creek truss bridges, and retains good integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.784140 -80.719490 CR-74 Fish Creek Meighen (Rural) Marshall County, West Virginia West Virginia United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1912 0 York Bridge Company of York, Pennsylvania 7 7 160 48.77 222 67.67 12.8 3.9 https://historicbridges.org/wvirginia/meighen/07march1295_small.jpg https://historicbridges.org/wvirginia/meighen/07march1295.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/meighen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.784140,-80.719490
2229 Meiss Road Bridge This bridge is a reminder that Meiss Road once continued west of where it ends today. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 38.496680 -121.200090 Meiss Road (Abandoned Section) Deer Creek Tributary Rural Sacramento County, California California United States Concrete Slab Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/california/meissroadsloughhouse/little_day3_meissroadsloughhouse03253_small.jpg https://historicbridges.org/california/meissroadsloughhouse/little_day3_meissroadsloughhouse03253.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/meissroadsloughhouse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.496680,-121.200090
2232 Mendota Bridge Fort Snelling - Mendota Bridge Designed by a famous engineer, this was the longest concrete arch bridge in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 304 ft (92.66 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Koss Construction Company of Des Moines, Iowa. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota. 44.885410 -93.173940 MN-55 Minnesota River Mendota Heights Dakota County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 13 Concrete Slab Fixed 0 6 1926 1992 Koss Construction Company of Des Moines, Iowa Claude Allen Porter Turner of Minneapolis, Minnesota 8 8 304 92.66 4119 1255.47 71 21.64 https://historicbridges.org/minnesota/mendota/little_mendota1189_small.jpg https://historicbridges.org/minnesota/mendota/little_mendota1189.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/mendota/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.885410,-93.173940
2233 Menominee River Railroad Bridge One of three nationally significant and rare bobtail swing bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal multiple-type-connected Warren through truss, movable: swing, Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles Frederick Loweth. 43.032400 -87.911860 Railroad (Canadian Pacific) Menominee River Milwaukee Milwaukee County, Wisconsin Wisconsin United States Metal Warren Multiple-Type-Connected Through Truss Movable: Swing Bobtail 0 1 0 0 1904 0 American Bridge Company of New York, New York Charles Frederick Loweth 9 8 203 61.87 227.5 69.34 0 0 https://historicbridges.org/wisconsin/menominee/little_300_small.jpg https://historicbridges.org/wisconsin/menominee/little_300.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menominee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.032400,-87.911860
2234 Menominee River Chicago NorthWestern Railroad Bridge This bridge features an impressive design with two deck truss main spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 45.863310 -88.084110 Railroad (Rail-Trail) Menominee River Rural Dickinson County, Michigan and Florence County, Wisconsin Michigan and Wisconsin United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 14 2 Metal Deck Girder Fixed 0 2 1911 0 American Bridge Company of New York, New York 7 7 120 36.58 375 114.3 0 0 https://historicbridges.org/wisconsin/menomineeriverchicagonorthwesternrr/little_menomineeriverchicagonorthwesternrr_2727_small.jpg https://historicbridges.org/wisconsin/menomineeriverchicagonorthwesternrr/little_menomineeriverchicagonorthwesternrr_2727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menomineeriverchicagonorthwesternrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.863310,-88.084110
2235 Burnham Bridge Menominee River Canal Railroad Bridge One of three nationally significant and rare bobtail swing bridges in the city. The technical description of the main or most noteworthy span of the bridge is a metal multiple-type-connected Warren through truss, movable: swing, Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. 43.027390 -87.921750 Railroad (Canadian Pacific) Menominee River Canal Milwaukee Milwaukee County, Wisconsin Wisconsin United States Metal Warren Multiple-Type-Connected Through Truss Movable: Swing Bobtail 0 1 0 0 1903 0 American Bridge Company of New York, New York 9 8 0 0 0 0 0 0 https://historicbridges.org/wisconsin/menominee2/little_140_small.jpg https://historicbridges.org/wisconsin/menominee2/little_140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menominee2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.027390,-87.921750
2236 Mercer's Bridge With its paneled railings, this is an unaltered example of a 1920s reinforced concrete slab type bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete slab, fixed. The bridge was primarily built by Unknown. 39.765150 -75.806770 Flint Hill Road White Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 2 0 0 1923 0 Unknown 1 1 21 6.4 46 14.02 17.7 5.39 https://historicbridges.org/pennsylvania/bridge293mercers/little_bridge293mercers002_small.jpg https://historicbridges.org/pennsylvania/bridge293mercers/little_bridge293mercers002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge293mercers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.765150,-75.806770
2238 Mercer Street Bridge This massive-membered Parker bridge was repainted bright blue! The technical description of the main or most noteworthy span of the bridge is a 214 ft (65.23 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.632222 -80.160833 Mercer Street French Creek Meadville Crawford County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1936 1984 Unknown Pennsylvania State Highway Department 6 5 214 65.23 221 67.36 30 9.14 https://historicbridges.org/pennsylvania/mercerstreet/little_pict7743_small.jpg https://historicbridges.org/pennsylvania/mercerstreet/little_pict7743.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mercerstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.632222,-80.160833
2240 Merchant Street Railroad Overpass This is a small plate girder grade separation bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.449870 -80.008920 Railroad (Norfolk Southern) Merchant Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/merchant/little_p1220795_small.jpg https://historicbridges.org/pennsylvania/merchant/little_p1220795.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/merchant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.449870,-80.008920
2241 ! Meridian Road Bridge This bridge appears to be a metal stringer bridge with a concrete arch facade. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.135833 -83.158333 Meridian Road Thorofare Canal Grosse Ile Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1929 0 Unknown 2 3 62 18.9 70 21.34 51.5 15.7 https://historicbridges.org/michigan/meridian/little_dscf7877_small.jpg https://historicbridges.org/michigan/meridian/little_dscf7879.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/meridian/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.135833,-83.158333
2242 Meridian Street Bridge Portland Arch This is the only example of a rainbow arch in the entire state of Indiana. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Rainbow through arch, fixed. The bridge was primarily built by I. E. Smith of Richmond, Indiana. The bridge was primarily designed by O. O. Clayton. 40.430840 -84.977810 Meridian Street (US-27) Salamonie River Portland Jay County, Indiana Indiana United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1914 1997 I. E. Smith of Richmond, Indiana O. O. Clayton 7 9 110 33.53 119.4 36.39 29 8.84 https://historicbridges.org/indiana/meridianstreetbridge/little_meridianstreetbridge1981_small.jpg https://historicbridges.org/indiana/meridianstreetbridge/little_meridianstreetbridge1981.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/meridianstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430840,-84.977810
2243 Merlin Road Bridge Wells Bridge This is a very tiny stone arch bridge in excellent condition. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by John S. Wells. 40.082930 -75.587250 Merlin Road Pigeon Run Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1908 0 John S. Wells 5 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/wells/little_wellsbridge5_small.jpg https://historicbridges.org/pennsylvania/wells/little_wellsbridge5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wells/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.082930,-75.587250
2245 Merriam Street Bridge Broadway Bridge Span The trusses from a single span of a multi-span truss bridge were moved here and used as decorations on a modern bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 44.985890 -93.259460 Merriam Street Mississippi River (East Channel) Minneapolis Hennepin County, Minnesota Minnesota United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 2 1887 1985 King Bridge Company of Cleveland, Ohio 7 7 200 60.96 256.6 78.21 34 10.36 https://historicbridges.org/minnesota/merriamstreet/little_merriamstreet4582_small.jpg https://historicbridges.org/minnesota/merriamstreet/little_merriamstreet4582.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/merriamstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.985890,-93.259460
2246 Merrick Street Bridge One of only two concrete through arch bridges in Michigan, this traditional rainbow arch style bridge was restored. The technical description of the main or most noteworthy span of the bridge is a 65.6 ft (19.99 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Jack Lemon. 41.894580 -84.047200 Merrick Street South Branch River Raisin Adrian Lenawee County, Michigan Michigan United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1926 2001 Jack Lemon 5 5 65.6 19.99 92 28.04 23 7.01 https://historicbridges.org/concrete/merrick/little_merrickstbridge4-6-12_3093_small.jpg https://historicbridges.org/concrete/merrick/little_merrickstbridge4-6-12_3093.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/merrick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894580,-84.047200
2247 Merrickville Railway Bridge This wide double track railway bridge is noted for its distinctive portal. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.921660 -75.830860 Railroad (Canadian Pacific) Rideau River (Rideau Canal) Merrickville Leeds and Grenville United Counties, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Deck Girder Fixed 0 6 0 0 Unknown 6 7 155 47.24 695 211.84 0 0 https://historicbridges.org/ontario/merrickvillerailway/little_merrickvillerailway2582_small.jpg https://historicbridges.org/ontario/merrickvillerailway/little_merrickvillerailway2582.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/merrickvillerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.921660,-75.830860
2248 Merriman Road Bridge One of the unusual cantilevered arch bridges of Wayne County, this example lacks a suspended span. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete cantilever Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.288770 -83.348880 Merriman Road Lower River Rouge Westland Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 Cantilever 0 0 0 1929 0 Unknown 6 6 105 32 105 32 46 14.02 https://historicbridges.org/michigan/merriman/little_p1370691_2_3_fused_small.jpg https://historicbridges.org/michigan/merriman/little_p1370691_2_3_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/merriman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.288770,-83.348880
2249 ! Merriman Road Hines Drive Bridge One of the later examples of a Wayne County rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by W. H. Harvie. 42.340060 -83.350140 Merriman Road Hines Drive Westland Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1951 0 W. H. Harvie 2 3 66 20.12 72.8 22.19 48 14.63 https://historicbridges.org/michigan/hinesmerriman/little_dscf5638_small.jpg https://historicbridges.org/michigan/hinesmerriman/little_dscf5638.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesmerriman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.340060,-83.350140
2251 Merwins Lane Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete rigid-frame, fixed. The bridge was primarily built by Peter Mitchell Construction Company of Greenwich, Connecticut. 41.180200 -73.312920 Merwins Lane Merritt Parkway (CT-15) Fairfield Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 2 0 0 1940 1988 Peter Mitchell Construction Company of Greenwich, Connecticut 6 6 34 10.36 155 47.24 30 9.14 https://historicbridges.org/connecticut/merwins/little_img_2296_small.jpg https://historicbridges.org/connecticut/merwins/little_img_2296.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/merwins/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.180200,-73.312920
2256 Metro North Bridge New York, New Haven and Harford Railroad Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. 41.117050 -73.497940 Railroad (Metro North) Merritt Parkway (CT-15) Talmadge Hill Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 2 0 0 1937 0 Paul Bacco Construction Company of Stamford, Connecticut 6 6 32.2 9.81 77 23.47 16 4.88 https://historicbridges.org/connecticut/metronorth/little_img_2171_small.jpg https://historicbridges.org/connecticut/metronorth/little_img_2171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/metronorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.117050,-73.497940
2257 Metropolis Bridge This bridge set a world record for the longest simple truss span ever built, and today this span remains among the longest! The technical description of the main or most noteworthy span of the bridge is a 720 ft (219.46 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. 37.144680 -88.742200 Railroad (Canadian National) Ohio River and Various Streets Metropolis Massac County, Illinois and McCracken County, Kentucky Illinois United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 20 5 Metal Pratt Multiple-Type-Connected Deck Truss Fixed 8 0 1917 0 American Bridge Company of New York, New York Ralph Modjeski 10 10 720 219.46 5700.5 1737.51 37 11.28 https://historicbridges.org/illinois/metropolis/little_metropolis2970_small.jpg https://historicbridges.org/illinois/metropolis/little_metropolis2970.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metropolis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.144680,-88.742200
2258 Meyersdale Railroad Bridge This bridge features especially attractive design as well as some interesting details. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.816740 -79.033630 Railroad Casselman River Meyersdale Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/meyersdalerr/bkg_swpenn1223_small.jpg https://historicbridges.org/pennsylvania/meyersdalerr/swpenn072763.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meyersdalerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.816740,-79.033630
2260 Michigamme River Railroad Bridge A heavy, traditionally composed example of a railroad deck truss. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.245850 -88.013260 Railroad (Soo Line) Michigamme River Rural Dickinson County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 10 1 0 0 1902 0 Unknown 6 7 106 32.31 106 32.31 0 0 https://historicbridges.org/michigan/michigammeriverrr/little_michigammeriverrr_5192_small.jpg https://historicbridges.org/michigan/michigammeriverrr/little_michigammeriverrr_5192.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/michigammeriverrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.245850,-88.013260
2263 Michigan Avenue Bridge This bridge is significant as a very early surviving concrete arch bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.241030 -83.611780 Michigan Avenue (M-17, US-12 Business) Huron River Ypsilanti Washtenaw County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1912 0 Unknown 3 6 105 32 105 32 66 20.12 https://historicbridges.org/michigan/michiganypsi/little_p1130313_small.jpg https://historicbridges.org/michigan/michiganypsi/little_p1130313.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/michiganypsi/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.241030,-83.611780
2265 Michigan Avenue Railroad Overpass M-43 Railroad Overpass This attractive railroad bridge is an oasis of beauty in a city of modern bridges. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal through girder, fixed. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.295640 -85.568750 Railroad (Norfolk Southern and Amtrak) Michigan Avenue (M-43) Kalamazoo Kalamazoo County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Concrete Slab Fixed 0 2 1937 0 W. J. Storen Company of Detroit, Michigan Michigan State Highway Department 3 6 76.8 23.41 0 0 0 0 https://historicbridges.org/other/michiganave/little_pict3498_small.jpg https://historicbridges.org/other/michiganave/little_pict3498.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/michiganave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295640,-85.568750
2267 Michigan Railway Grand River Bridge This former swing railroad bridge that has not swung for decades is today a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. 42.953453 -85.686483 Railroad (Rail-Trail) Grand River Grand Rapids Kent County, Michigan Michigan United States Metal Deck Girder Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 3 1914 0 Toledo Bridge and Crane Company of Toledo, Ohio 2 4 200 60.96 680 207.26 12 3.66 https://historicbridges.org/michigan/grandplate/little_michiganrailway28_small.jpg https://historicbridges.org/michigan/grandplate/little_michiganrailway85.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandplate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.953453,-85.686483
2268 Michigan Street Bridge Leeper Bridge This is a very ornate bridge, with extensive decorations and architecture. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Kuert Contracting Company of Indianapolis, Indiana. The bridge was primarily designed by Charles W. Cole. 41.688060 -86.250570 Michigan Street (IN-933) St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1914 2006 Kuert Contracting Company of Indianapolis, Indiana Charles W. Cole 7 7 119.8 36.52 323 98.45 54.8 16.7 https://historicbridges.org/indiana/michigan/little_p1810079_small.jpg https://historicbridges.org/indiana/michigan/little_p1810079.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/michigan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.688060,-86.250570
2269 Michigan Street Bridge Marshall County Bridge 226 This concrete arch bridge is one of three in Plymouth and was tastefully rehabilitated in 2008. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.339500 -86.308880 Michigan Street Yellow River Plymouth Marshall County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1917 2008 Unknown 4 5 63 19.2 123 37.49 58 17.68 https://historicbridges.org/indiana/plymouthmichigan/little_p1380569_small.jpg https://historicbridges.org/indiana/plymouthmichigan/little_p1380569.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthmichigan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.339500,-86.308880
2271 Middle Road Bridge Sherway Drive Bridge One of the first of its style ever built, this unique bridge has aspects of both a truss and an arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by O.L. Hicks of Humber Bay, Ontario. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 43.607060 -79.564490 Sherway Drive (Former Middle Road) Etobicoke Creek Mississauga and Toronto Peel Region, Ontario and Toronto City, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1909 0 O.L. Hicks of Humber Bay, Ontario Frank Barber of Toronto, Ontario 9 10 0 0 85.6 26.09 14 4.27 https://historicbridges.org/ontario/middleroadsherwaydrive/little_p1590658_small.jpg https://historicbridges.org/ontario/middleroadsherwaydrive/little_p1590658.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/middleroadsherwaydrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.607060,-79.564490
2272 Middlebelt Road Bridge One of two rigid frame bridges in this area designed to cross both Hines Drive and the river. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete continuous rigid-frame, fixed. The bridge was primarily built by Louis Caravaglia. 42.343490 -83.331770 Middlebelt Road Hines Drive and Middle River Rouge Westland Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 Continuous 2 0 0 1953 0 Louis Caravaglia 2 3 67 20.42 140 42.67 48 14.63 https://historicbridges.org/michigan/hinesmiddlebelt/little_dscf5627_small.jpg https://historicbridges.org/michigan/hinesmiddlebelt/little_dscf5627.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesmiddlebelt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.343490,-83.331770
2273 Middlebury Street Bridge Elkhart County Bridge 371 This concrete arch bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Bontrager Construction Company. The bridge was primarily designed by William S. Moore. 41.681210 -85.956690 Middlebury Street Elkhart River Elkhart Elkhart County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1931 1985 Bontrager Construction Company William S. Moore 5 5 50 15.24 160 48.77 42 12.8 https://historicbridges.org/other/middlebury/little_middlebury314_5_6vib_small.jpg https://historicbridges.org/other/middlebury/little_middlebury314_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/middlebury/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.681210,-85.956690
2274 Middleport Bridge Bridge E-216 This lift bridge serves as a historic and functional centerpiece for Middleport. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. The bridge was primarily designed by Lupfer and Remick of Buffalo, New York. 43.212770 -78.476380 NY-271 (Main Street) Erie Canal (New York State Barge Canal) Middleport Niagara County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1915 1996 McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio Lupfer and Remick of Buffalo, New York 8 7 114 34.75 142 43.28 23.6 7.19 https://historicbridges.org/newyork/middleport/little_liftbr084_small.jpg https://historicbridges.org/newyork/middleport/little_liftbr084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/middleport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.212770,-78.476380
2275 Middletown Line Bridge This pony truss is noted for its extremely lightweight truss members. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 42.897227 -80.619337 Middletown Line Big Otter Creek Rural Oxford County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1900 0 Hamilton Bridge Company of Hamilton, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/middletown/little_middletownline03_small.jpg https://historicbridges.org/ontario/middletown/little_middletownadd_brg_7907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/middletown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.897227,-80.619337
2279 Milan Oakville Road Bridge This overpass predates the freeway it crosses and is also noted for its good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. 42.084160 -83.671660 Milan Oakville Road US-23 Milan Monroe County, Michigan and Washtenaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1950 0 Johnson-Greene Company Michigan State Highway Department 1 2 79.7 24.29 143 43.59 28 8.53 https://historicbridges.org/michigan/us23milanoakville/little_p1110088_small.jpg https://historicbridges.org/michigan/us23milanoakville/little_p1110088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us23milanoakville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.084160,-83.671660
2281 Milford Bridge This is an extremely unusual bridge with fascinating details and a mystery plaque. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Walker Brothers of Charles Town, West Virginia. Special note about bridge location: This bridge is located on private property and is not open to the public. 39.954000 -79.104950 TR-486 (Private Road) Coxes Creek Rural (Milford) Somerset County, Pennsylvania Pennsylvania United States This bridge is located on private property and is not open to the public. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1900 0 Walker Brothers of Charles Town, West Virginia 8 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/milford/bkg_swpenn1205_small.jpg https://historicbridges.org/pennsylvania/milford/swpenn072706.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/milford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.954000,-79.104950
2284 Mill Creek Railroad Bridge This bridge is a rare surviving example of a bridge built by the Riverside Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. Special note about bridge location: This privately owned bridge is located within private property and is not open to the public. 39.175340 -84.505220 Railroad (Procter and Gamble Access) Mill Creek Cincinnati and St. Bernard Hamilton County, Ohio Ohio United States This privately owned bridge is located within private property and is not open to the public. Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1914 2011 Riverside Bridge Company of Martins Ferry, Ohio 7 7 0 0 140 42.67 15.7 4.79 https://historicbridges.org/ohio/millcreek/little_7_small.jpg https://historicbridges.org/ohio/millcreek/little_7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.175340,-84.505220
2285 Mill Creek Swinging Bridge Although extensively altered, this is one of the few remaining of the unique Missouri swinging bridges. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal wire cable suspension, fixed. The bridge was primarily built by Joseph A. Dice. 38.078270 -92.524400 Swinging Bridges Road Mill Creek Rural Miller County, Missouri Missouri United States Metal Wire Cable Suspension Fixed 0 3 0 0 1925 1978 Joseph A. Dice 4 4 96 29.26 134.8 41.09 11.2 3.41 https://historicbridges.org/missouri/millcreek/little_dscf6327_small.jpg https://historicbridges.org/missouri/millcreek/little_dscf6327.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/millcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.078270,-92.524400
2286 Mill Creek Railroad Bridge Pere Marquette Bridge P-71.0 This fascinating bridge has an extremely rare fishbelly deck truss design and has a third truss line added in the center. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 43.042940 -82.671400 Railroad (Wadhams-Avoca Rail-Trail) Mill Creek Rural St. Clair County, Michigan Michigan United States Metal Pratt Pin-Connected Deck Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 1890 1904 Detroit Bridge and Iron Works of Detroit, Michigan 8 9 0 0 640 195.07 0 0 https://historicbridges.org/truss/millcr/little_pict0098_small.jpg https://historicbridges.org/truss/millcr/little_pict0098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/millcr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.042940,-82.671400
2289 Mill Race Sidewalk Bridge This tiny beam bridge is mainly interesting for having lattice railings, which speak to its older construction. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.259950 -81.144180 Sidewalk Mill Race St. Marys Perth County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/stmarys3/little_pict7327_small.jpg https://historicbridges.org/ontario/stmarys3/little_pict7327.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarys3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.259950,-81.144180
2291 Mill Road Bridge This small pony truss has an unusual design detail. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.070080 -75.472480 Mill Road (TR-540) Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1882 0 John Denithorne and Sons of Phoenixville, Pennsylvania 7 7 36 10.97 37 11.28 13 3.96 https://historicbridges.org/pennsylvania/chester167rennardsmill/little_bridges018_small.jpg https://historicbridges.org/pennsylvania/chester167rennardsmill/little_bridges018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester167rennardsmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.070080,-75.472480
2292 Mill Road Bridge This bridge has an attractive marble keystone and retains good overall historic integrity. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.067090 -75.472070 Mill Road Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1912 0 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 7 28 8.53 30 9.14 17.7 5.39 https://historicbridges.org/pennsylvania/chester241cassatts/little_bridges033_small.jpg https://historicbridges.org/pennsylvania/chester241cassatts/little_bridges033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester241cassatts/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.067090,-75.472070
2293 Mill Road Bridge This truss bridge has been replaced with a stringer, and the truss lines were retained as decorations. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 39.858690 -75.732170 Mill Road (TR-402) West Branch Red Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1889 1992 John Denithorne and Sons of Phoenixville, Pennsylvania 6 6 60 18.29 60 18.29 13 3.96 https://historicbridges.org/pennsylvania/chester65millroad/little_bridge6515_small.jpg https://historicbridges.org/pennsylvania/chester65millroad/little_bridge6515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester65millroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.858690,-75.732170
2294 Mill Road Bridge One of two large examples of a rare and beautiful bridge type in the county. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 41.937680 -80.563470 Mill Road Conneaut Creek Near Conneaut Ashtabula County, Ohio Ohio United States Concrete Rainbow Through Arch Fixed 0 1 Concrete Slab Fixed 0 2 1925 0 Unknown 8 9 150 45.72 224 68.28 22.3 6.8 https://historicbridges.org/ohio/millashtabula/bkg_swpenn1604_small.jpg https://historicbridges.org/ohio/millashtabula/swpenn073994.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millashtabula/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.937680,-80.563470
2295 Mill Road Bridge This is a tiny bridge, but is highly significant for its unique, distinctive details. The technical description of the main or most noteworthy span of the bridge is a 16.5 ft (5.03 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 42.902600 -77.764100 Mill Road (Abandoned Segment) Little Conesus Creek Avon Livingston County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Unknown 8 9 16.5 5.03 18 5.49 16.6 5.06 https://historicbridges.org/newyork/avonmill/little_littleconesuscrk30_grey11_small.jpg https://historicbridges.org/newyork/avonmill/little_littleconesuscrk30_grey11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avonmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.902600,-77.764100
2297 Mill Street Bridge Raisin River Mill Bridge A tiny multi-span concrete arch bridge was built with stones added to the outside for decoration. The technical description of the main or most noteworthy span of the bridge is a 7.9 ft (2.41 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.110050 -84.245800 Mill Street South Branch River Raisin Brooklyn Jackson County, Michigan Michigan United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1925 1984 Unknown 3 6 7.9 2.41 34.8 10.61 22 6.71 https://historicbridges.org/other/millst/little_p2830982_3_4vib_small.jpg https://historicbridges.org/other/millst/little_p2830982_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/millst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.110050,-84.245800
2300 Mill Street Bridge This is a tiny bridge, but has unusual beams and railing. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.447680 -84.430940 Mill Street Huntoon Creek Leslie Ingham County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1918 0 Unknown 2 4 20 6.1 23 7.01 29 8.84 https://historicbridges.org/michigan/leslie/little_dscf1496_small.jpg https://historicbridges.org/michigan/leslie/little_dscf1496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/leslie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.447680,-84.430940
2303 Mill Street Bridge A rare example of a Queenpost pony truss, although the bridge is altered. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 40.572480 -75.095300 Mill Street Hakihokake Creek Milford Hunterdon County, New Jersey New Jersey United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 7 7 44 13.41 46 14.02 14 4.27 https://historicbridges.org/newjersey/millstreet/little_pict5312_small.jpg https://historicbridges.org/newjersey/millstreet/little_pict5312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/millstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572480,-75.095300
2304 Mill Street Bridge This bridge has a variety of span types, with an impressive arch main span. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.408260 -75.626140 Mill Street Roaring Brook and Railroad (Delaware, Lackawanna, and Western) Dunmore Lackawanna County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Metal Through Girder Fixed 0 6 1917 0 Unknown 6 7 128 39.01 400 121.92 20 6.1 https://historicbridges.org/pennsylvania/dunmore/little_p1080646_small.jpg https://historicbridges.org/pennsylvania/dunmore/little_p1080659.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dunmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.408260,-75.626140
2305 Mill Street Bridge A wide, heavy duty pony truss that likely was originally built for the use of area mills and industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.706220 -71.156710 Mill Street North Canal Lawrence Essex County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Boston Bridge Works of Boston, Massachusetts 4 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/mill/little_pict6518_small.jpg https://historicbridges.org/massachusetts/mill/little_pict6518.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/mill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706220,-71.156710
2306 Milltown Bridge This bridge has some of the most unusual design details ever found in a truss bridge making the bridge perhaps unique. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.207710 -77.210070 Milltown Road Salmon River Milltown (Rural) Hastings County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/ontario/milltown/little_p1040863_small.jpg https://historicbridges.org/ontario/milltown/little_p1040863.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/milltown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.207710,-77.210070
2307 Miller Farm Road Bridge This is a large single-span Pratt through truss at 154 feet, and has a tall feeling to it. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 41.565400 -79.656670 Mill Farm Road (TR-635) Oil Creek Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1888 2000 Massillon Bridge Company of Massillon, Ohio 7 7 150 45.72 154 46.94 15.7 4.79 https://historicbridges.org/pennsylvania/millerfarm/little_pict6739_small.jpg https://historicbridges.org/pennsylvania/millerfarm/little_pict6739.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/millerfarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.565400,-79.656670
2308 Miller Ferry Bridge Walnut Grove Road Bridge This bridge is a late example of a riveted truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected through truss, movable: swing. The bridge was primarily built by Unknown. 38.223470 -121.506990 Walnut Grove Road Mokelumne River Rural Sacramento County, California and San Joaquin County, California California United States Metal Rivet-Connected Through Truss Movable: Swing 0 1 Center Pier 0 0 1955 0 Unknown 5 5 118 35.97 238 72.54 24 7.32 https://historicbridges.org/california/walnutgroveroad/little_day2_walnutgroveroad02168_small.jpg https://historicbridges.org/california/walnutgroveroad/little_day2_walnutgroveroad02168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/walnutgroveroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.223470,-121.506990
2309 Miller Road Bridge Attractive and largely unaltered, this is the only truss bridge in Michigan definitively associated with Worden-Allen Company. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. 46.302150 -89.416310 Miller Road Cisco Branch Ontonagon River Rural Gogebic County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1920 0 Worden-Allen Company of Milwaukee, Wisconsin 6 7 64 19.51 65 19.81 14 4.27 https://historicbridges.org/michigan/millerroadciscobranchontonagon/little_millerroadciscobranchontonagon_3727_small.jpg https://historicbridges.org/michigan/millerroadciscobranchontonagon/little_millerroadciscobranchontonagon_3727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/millerroadciscobranchontonagon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.302150,-89.416310
2310 Millers Run Railroad Bridge This very unsual bridge has a truss line on one side that is twice as massive as the truss line on the opposite side! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.323260 -80.242080 Railroad (Norfolk Southern) Millers Run and Railroad (Montour Rail-Trail) Rural Washington County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 10 2 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/southviewrailroad/little_southviewrailroad0408_small.jpg https://historicbridges.org/pennsylvania/southviewrailroad/little_southviewrailroad0408.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/southviewrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.323260,-80.242080
2312 Milford Road Railroad Overpass This unususal and important bridge has a very well-documented history. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Philadelphia Bridge Works of Philadelphia, Pennsylvania. 40.647210 -75.090640 Milford Road Railroad (Lehigh Valley) Bloomsbury Hunterdon County, New Jersey New Jersey United States Metal Howe Rivet-Connected Pony Truss Fixed 9 1 0 0 1891 1933 Philadelphia Bridge Works of Philadelphia, Pennsylvania 7 8 92 28.04 96 29.26 20 6.1 https://historicbridges.org/newjersey/milfordrr/little_pict4694_small.jpg https://historicbridges.org/newjersey/milfordrr/little_pict4677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milfordrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.647210,-75.090640
2313 Milham Park North Bridge This is the larger of two attractive stone faced bridges in this scenic park. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. 42.247490 -85.571660 Milham Park Drive Portage Creek Kalamazoo Kalamazoo County, Michigan Michigan United States Concrete (Stone Faced) Slab Fixed 0 2 0 0 1935 0 Unknown 4 6 20 6.1 40 12.19 18 5.49 https://historicbridges.org/michigan/milhamparknorth/little_p1440205_small.jpg https://historicbridges.org/michigan/milhamparknorth/little_p1440205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milhamparknorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247490,-85.571660
2314 Milham Park South Bridge This is the smaller of two attractive stone faced bridges in this scenic park. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. 42.246110 -85.570640 Milham Park Drive Portage Creek Kalamazoo Kalamazoo County, Michigan Michigan United States Concrete (Stone Faced) Slab Fixed 0 1 0 0 1935 0 Unknown 6 6 27 8.23 27 8.23 18 5.49 https://historicbridges.org/michigan/milhamparksouth/little_p1440166_small.jpg https://historicbridges.org/michigan/milhamparksouth/little_p1440166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milhamparksouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246110,-85.570640
2316 Millsboro Railroad Bridge An impressive Parker truss span provides a gateway into the Monongahela River from 10 Mile Creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 39.984390 -79.999140 Railroad (Abandoned Monongahela Railroad) 10 Mile Creek and PA-88 Millsboro Washington County, Pennsylvania and Greene County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Metal Through Girder Fixed 0 2 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/millsbororr/little_pict0025_small.jpg https://historicbridges.org/pennsylvania/millsbororr/little_pict0025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/millsbororr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.984390,-79.999140
2317 Millennium Bridge This is an unusual low profile ribbed arch bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 43.109460 -77.884590 Main Street (CR-268) Black Creek Churchville Monroe County, New York New York United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 3 0 0 1929 1999 Unknown 5 6 45 13.72 134 40.84 30 9.14 https://historicbridges.org/newyork/millennium/little_millenniumbr9_small.jpg https://historicbridges.org/newyork/millennium/little_millenniumbr9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/millennium/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.109460,-77.884590
2320 Milwaukee River Railroad Bridge A large span lattice truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 43.027940 -87.904870 Railroad (Chicago and Northwestern) Milwaukee River Milwaukee Milwaukee County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1915 0 American Bridge Company of New York, New York 8 8 235 71.63 395 120.4 0 0 https://historicbridges.org/wisconsin/milwaukee/little_325_small.jpg https://historicbridges.org/wisconsin/milwaukee/little_325.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/milwaukee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.027940,-87.904870
2321 Mine Street Railroad Overpass An interesting through plate girder with deck plate girder approaches. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 46.477270 -90.054270 Railroad (Abandoned) Mine Street Bessemer Gogebic County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 2 1899 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 1 3 50 15.24 100 30.48 10 3.05 https://historicbridges.org/michigan/minest/IMG_0144_small.jpg https://historicbridges.org/michigan/minest/IMG_0144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/minest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.477270,-90.054270
2322 Miner Slough Bridge This bridge has a fairly simple appearance with its abundance of rolled beams. The technical description of the main or most noteworthy span of the bridge is a 191 ft (58.22 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 38.291840 -121.630800 CA-84 Miner Slough Rural Solano County, California California United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Wood Stringer (Multi-Beam) Fixed 0 9 1933 1953 Unknown 6 6 191 58.22 367 111.86 18.7 5.7 https://historicbridges.org/california/ca84minersloughbridge/little_day2_ca84minersloughbridge01309_small.jpg https://historicbridges.org/california/ca84minersloughbridge/little_day2_ca84minersloughbridge01309.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca84minersloughbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.291840,-121.630800
2323 Minersville Bridge This bizarre and unique bridge features a deck that runs at an incline through the truss which is not inclined. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Cambria Iron Works of Johnstown, Pennsylvania. 40.341250 -78.926420 4th Avenue (PA-3039) Conemaugh River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 14 1 Metal Stringer (Multi-Beam) Fixed 0 4 1914 2001 Cambria Iron Works of Johnstown, Pennsylvania 8 8 269 81.99 453 138.07 22 6.71 https://historicbridges.org/pennsylvania/4thjohnstown/bkg_swpenn0802_small.jpg https://historicbridges.org/pennsylvania/4thjohnstown/swpenn071466.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/4thjohnstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.341250,-78.926420
2324 Minnehaha Avenue Bridge Unlike the stone-faced pedestrian bridges in adjacent Minnehaha Park, this is a bona fide stone arch bridge... at least the original part is. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 44.915490 -93.212400 Minnehaha Avenue Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Stone Segmental Deck Arch Fixed 0 1 0 0 1890 1925 Unknown 5 6 25 7.62 35 10.67 19.7 6 https://historicbridges.org/minnesota/minnehahaparkminnehahaave/little_minnehahaparkminnehahaave3798_small.jpg https://historicbridges.org/minnesota/minnehahaparkminnehahaave/little_minnehahaparkminnehahaave3798.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkminnehahaave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.915490,-93.212400
2326 Mingo Creek Railroad Bridge Crookham Railroad Bridge This large, tall historic bridge is dwarfed by the enormous and ugly PA-43 Bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.208020 -79.984690 Railroad (Wheeling and Lake Erie) Mingo Creek and Ginger Hill Road Rural Washington County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/mingocreekrr/little_mingocreekrr0882_small.jpg https://historicbridges.org/pennsylvania/mingocreekrr/little_mingocreekrr0882.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mingocreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.208020,-79.984690
2327 Mingo Junction Wabash Railroad Bridge This visually complex and beautiful cantilever was the longest cantilever in the world when built. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.310560 -80.602230 Railroad (Wheeling and Lake Erie) Ohio River Mingo Junction and Rural Jefferson County, Ohio and Brooke County, West Virginia West Virginia United States Metal Baltimore Rivet-Connected Through Truss Fixed 0 Cantilever 3 0 0 1904 0 American Bridge Company of New York, New York 8 9 700 213.36 1296 395.02 0 0 https://historicbridges.org/wvirginia/mingojunction/little_dscf6004_small.jpg https://historicbridges.org/wvirginia/mingojunction/little_dscf6004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/mingojunction/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.310560,-80.602230
2328 ! Mint Line Bridge A beautiful Warren pony truss with riveted connections and large lattice railing. The technical description of the main or most noteworthy span of the bridge is a 70.2 ft (21.4 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.287960 -82.411150 Mint Line Babtiste Creek Rural Chatham-Kent Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1945 0 Unknown 7 7 70.2 21.4 70.2 21.4 19.3 5.88 https://historicbridges.org/truss/mint/little_phon_brg_2700_small.jpg https://historicbridges.org/truss/mint/little_phon_brg_2700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/mint/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.287960,-82.411150
2329 Minto Bridge With ornate railing and portal cresting, this stunning union of beauty and function is actually three bridges that connect islands to cross the river. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.439490 -75.692520 Union Street Rideau River Ottawa Ottawa City, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 9 4 0 0 1900 1996 Dominion Bridge Company of Montréal, Québec 8 9 171 52.12 0 0 0 0 https://historicbridges.org/ontario/minto/little_p1050318_small.jpg https://historicbridges.org/ontario/minto/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/minto/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.439490,-75.692520
2330 Miscauno Island Bridge East One of three railroad bridges that today serve as vehicular bridges to the historic Four Seasons Island Resort. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. 45.567620 -87.831810 Shoreline Drive (Miscauno Island Lane) Menominee River Channel Rural Marinette County, Wisconsin, and Menominee County, Michigan Michigan and Wisconsin United States This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1905 0 Unknown 7 7 0 0 92 28.04 0 0 https://historicbridges.org/wisconsin/fourseasonsresortwisconsineast/little_fourseasonsresortwisconsineast_2932_small.jpg https://historicbridges.org/wisconsin/fourseasonsresortwisconsineast/little_fourseasonsresortwisconsineast_2932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fourseasonsresortwisconsineast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.567620,-87.831810
2331 Miscauno Island Bridge Middle One of three railroad bridges that today serve as vehicular bridges to the historic Four Seasons Island Resort. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. 45.567770 -87.833250 Shoreline Drive (Miscauno Island Lane) Menominee River Channel Rural Marinette County, Wisconsin Wisconsin United States This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1905 0 Unknown 7 7 0 0 162 49.38 0 0 https://historicbridges.org/wisconsin/fourseasonsresortwisconsinmiddle/little_fourseasonsresortwisconsinmiddle_2852_small.jpg https://historicbridges.org/wisconsin/fourseasonsresortwisconsinmiddle/little_fourseasonsresortwisconsinmiddle_2852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fourseasonsresortwisconsinmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.567770,-87.833250
2332 Miscauno Island Bridge West One of three railroad bridges that today serve as vehicular bridges to the historic Four Seasons Island Resort. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. 45.567620 -87.840310 Shoreline Drive (Miscauno Island Lane) Menominee River Channel Rural Marinette County, Wisconsin Wisconsin United States This bridge is private property, but is open to anyone visiting the Four Seasons Island Resort. Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1905 0 Unknown 7 7 0 0 162 49.38 0 0 https://historicbridges.org/wisconsin/fourseasonsresortwisconsinwest/little_fourseasonsresortwisconsinwest_2787_small.jpg https://historicbridges.org/wisconsin/fourseasonsresortwisconsinwest/little_fourseasonsresortwisconsinwest_2787.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fourseasonsresortwisconsinwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.567620,-87.840310
2333 Mishawaka Avenue Bridge St. Joseph County Bridge 203 This bridge was rehabilitated so extensively, that very little of the original bridge remains today. The technical description of the main or most noteworthy span of the bridge is a 95.8 ft (29.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. 41.666370 -86.167660 Mishawaka Avenue St. Joseph River Mishawaka St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1924 2009 National Concrete Company of Indianapolis, Indiana 4 4 95.8 29.2 388.8 118.51 30 9.14 https://historicbridges.org/indiana/mishawaka/little_p1430924_small.jpg https://historicbridges.org/indiana/mishawaka/little_p1430924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mishawaka/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.666370,-86.167660
2334 ! Misner Dam Bridge This unusual bridge was built as an integral part of a dam, and has today been bypassed by a new bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.790950 -80.200340 Silver Lake Drive (Patterson Street, CR-5) Lynn River Port Dover Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Concrete T-Beam Fixed 0 3 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/portdover/little_p1400150_small.jpg https://historicbridges.org/ontario/portdover/little_p1400150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portdover/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.790950,-80.200340
2335 Mississippi River Bridge Number 15 Omaha Bridge Number 15 This is a large and uncommon example of a bobtail swing bridge, and it still operates for boats. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by Milwaukee Bridge Company of Milwaukee, Wisconsin and Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Charles Frederick Loweth. 44.923720 -93.117360 Railroad (Union Pacific) Mississippi River St. Paul Ramsey County, Minnesota Minnesota United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Bobtail 0 1 Metal Deck Girder Fixed 0 10 1915 0 Milwaukee Bridge Company of Milwaukee, Wisconsin and Strobel Steel Construction Company of Chicago, Illinois Charles Frederick Loweth 7 7 260 79.25 1055 321.56 0 0 https://historicbridges.org/minnesota/stpaulswing/little_stpaulswing3887_small.jpg https://historicbridges.org/minnesota/stpaulswing/little_stpaulswing3887.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stpaulswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.923720,-93.117360
2337 Mitchell Lake Bridge This is a rare and unaltered example of a steel rigid frame bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rigid-frame, fixed. The bridge was primarily built by Unknown. 44.566820 -78.955670 Highway 48 Mitchell Lake (Trent-Severn Waterway) Rural Kawartha Lakes City, Ontario Ontario Canada Metal Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/kh48mitchelllake/little_img_5871_small.jpg https://historicbridges.org/ontario/kh48mitchelllake/little_img_5871.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh48mitchelllake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.566820,-78.955670
2339 L Mitchell Street Bridge This bridge exhibits an early example of a standard plan railing. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal stringer (multi-beam), fixed. The bridge was primarily built by C. A. Handeyside Construction Company. The bridge was primarily designed by Michigan State Highway Department. 44.256940 -85.404440 Mitchell Street (Business US-131) Clam River Cadillac Wexford County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1935 0 C. A. Handeyside Construction Company Michigan State Highway Department 2 2 48 14.63 48 14.63 48 14.63 https://historicbridges.org/michigan/mitchellclam/little_mitchellstclamr11_small.jpg https://historicbridges.org/michigan/mitchellclam/little_mitchellstclamr11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mitchellclam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.256940,-85.404440
2344 MO-B Wyaconda River Bridge La Grange Bridge An attractive representative example of a standard plan Parker truss in Missouri. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Hartman and Clark Brothers. 40.058760 -91.498780 MO-B Wyaconda River Near La Grange Lewis County, Missouri Missouri United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1932 0 Hartman and Clark Brothers 5 6 185 56.39 185 56.39 22 6.71 https://historicbridges.org/missouri/lagrange/little_dscf6188_small.jpg https://historicbridges.org/missouri/lagrange/little_dscf6188.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lagrange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.058760,-91.498780
2345 ! MO-M Bridge Old US-40 Bridge This bridge is an attractive structure that represents its type very well. The technical description of the main or most noteworthy span of the bridge is a 181.4 ft (55.29 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Haller and Davis. 38.938680 -92.946180 MO-M (Old US-40) Lamine River Rural Cooper County, Missouri Missouri United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 2 1924 0 Haller and Davis 6 7 181.4 55.29 347 105.77 20 6.1 https://historicbridges.org/missouri/mo_m/little_dscf6267_small.jpg https://historicbridges.org/missouri/mo_m/little_dscf6267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_m/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.938680,-92.946180
2347 Modena Railroad Bridge This is a multiple span concrete railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 39.961790 -75.795990 Railroad (Reading Railroad) Brandywine Creek Modena Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 0 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/modena/little_modenawilmingtonandnorthern006_small.jpg https://historicbridges.org/pennsylvania/modena/little_modenawilmingtonandnorthern006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/modena/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.961790,-75.795990
2349 Mohican Trail Bridge A beautiful riveted through truss sits on a private drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.691900 -82.593220 Private Drive Extension of Mohican Trail Clear Fork Mohican River Near Lexington Richland County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/mohican/little_lextruss_small.jpg https://historicbridges.org/ohio/mohican/little_lextruss.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mohican/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691900,-82.593220
2350 Mohr Road Bridge This bridge has an attractive polygonal top chord and is complimented by handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 39.888320 -80.048010 Mohr Road (TR-634) Muddy Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 4 1 0 0 1903 0 Penn Bridge Company of Beaver Falls, Pennsylvania 6 5 38 11.58 40 12.19 15.7 4.79 https://historicbridges.org/pennsylvania/mohrroad/little_mohrroad0840_small.jpg https://historicbridges.org/pennsylvania/mohrroad/little_mohrroad0840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mohrroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.888320,-80.048010
2351 Moira Bridge One of two beautifully restored, rare multi-span rainbow arch bridges in Belleville. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Holdcroft Construction Company of Kingston, Ontario. The bridge was primarily designed by A. B. Crealock. 44.169470 -77.386230 Front Street Moira River Belleville Hastings County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 2 0 0 1930 0 Holdcroft Construction Company of Kingston, Ontario A. B. Crealock 7 7 108 32.92 212 64.62 0 0 https://historicbridges.org/ontario/bellevillenorth/little_p1040756_small.jpg https://historicbridges.org/ontario/bellevillenorth/little_p1040756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bellevillenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.169470,-77.386230
2352 Monaca-Beaver Railroad Bridge Pittsburgh & Lake Erie Railroad Bridge This landmark cantilever truss bridge is noted as an early surviving cantilever truss and for its massive design. The technical description of the main or most noteworthy span of the bridge is a 769 ft (234.39 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Albert Lucius of New York, New York. 40.693260 -80.291220 Railroad (CSX) Ohio River Monaca and Beaver Beaver County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 26 Cantilever 3 Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 1910 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania Albert Lucius of New York, New York 8 9 769 234.39 1779 542.24 29 8.84 https://historicbridges.org/pennsylvania/roch_mon_rr/little_img_4259_small.jpg https://historicbridges.org/pennsylvania/roch_mon_rr/little_img_4259.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roch_mon_rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.693260,-80.291220
2358 Monroe Avenue Railroad Overpass North The northernmost of two old through plate girder overpasses on Monroe Avenue. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.991410 -85.670720 Railroad (Grand Rapids Eastern) Monroe Avenue Grand Rapids Kent County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 2 1906 0 American Bridge Company of New York, New York 2 4 49 14.94 94.8 28.9 0 0 https://historicbridges.org/other/monroe1/bkg_snowy60_small.jpg https://historicbridges.org/other/monroe1/snowy259.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/monroe1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991410,-85.670720
2360 Monroe Canadian National Railroad Bridge Sitting next to the Norfolk Southern Bridge, this bridge is itself an impressive three-span through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.912500 -83.380220 Railroad (Canadian National) River Raisin Monroe Monroe County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 3 Metal Through Girder Fixed 0 1 1912 0 American Bridge Company of New York, New York 6 7 130 39.62 420 128.02 24 7.32 https://historicbridges.org/truss/monroecn/little_img_0277_small.jpg https://historicbridges.org/truss/monroecn/little_img_0277.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/monroecn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.912500,-83.380220
2361 Monroe CSX Railroad Bridge Resting on 1896 stone abutments, this is an impressive two-span through railroad truss with attractive portal bracing. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.919540 -83.411920 Railroad (CSX) River Raisin Monroe Monroe County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 2 0 0 1911 0 American Bridge Company of New York, New York 6 7 165 50.29 330 100.58 30 9.14 https://historicbridges.org/truss/monroecsx/little_pict0673_small.jpg https://historicbridges.org/truss/monroecsx/little_pict0673.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/monroecsx/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.919540,-83.411920
2364 Monroe Street Bridge This bridge shows the transition between the early pony truss design and the later design. The technical description of the main or most noteworthy span of the bridge is a 193 ft (58.83 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.880560 -87.638060 Monroe Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1919 2001 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 7 193 58.83 271 82.6 36 10.97 https://historicbridges.org/illinois/monroe/little_dscf5775_small.jpg https://historicbridges.org/illinois/monroe/little_dscf5775.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/monroe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.880560,-87.638060
2365 Monroe Street Bridge An old, but altered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.265000 -84.409444 Monroe Street Grand River Jackson Jackson County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 Unknown 2 2 55.8 17.01 59 17.98 43 13.11 https://historicbridges.org/michigan/monroe_jackson/little_dscf7363_small.jpg https://historicbridges.org/michigan/monroe_jackson/little_dscf7363.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/monroe_jackson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.265000,-84.409444
2367 Montebello Road Bridge This is an attractive example of a hybrid stone and brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.423040 -77.084130 Montebello Road Little Juniata Creek Rural Perry County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 32.2 9.81 34 10.36 14.4 4.39 https://historicbridges.org/pennsylvania/montebelloroad/little_montebelloroad007_small.jpg https://historicbridges.org/pennsylvania/montebelloroad/little_montebelloroad007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/montebelloroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423040,-77.084130
2368 Montreal Avenue Overpass This bridge produces a graceful archway over the roadway it crosses and is impossible to ignore. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.912430 -93.152200 Pedestrian Walkway Montreal Avenue (MN-51) St. Paul Ramsey County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 0 1927 0 Unknown 6 6 86 26.21 244 74.37 0 0 https://historicbridges.org/minnesota/montrealave/little_montrealave3843_small.jpg https://historicbridges.org/minnesota/montrealave/little_montrealave3843.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/montrealave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.912430,-93.152200
2369 Montreal Railroad Bridge This plate girder bridge is one of the many remnants from a region that was transformed by the discovery of iron. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.434030 -90.232240 Railroad (Abandoned Soo Line) West Branch Montreal River Near Montreal Iron County, Wisconsin Wisconsin United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/wisconsin/montreal/bkg_img_0277-158_small.jpg https://historicbridges.org/wisconsin/montreal/IMG_0277.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montreal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.434030,-90.232240
2370 Montreal River Chicago and North Western Railroad Bridge A good example of early 20th Century work by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 46.451840 -90.178840 Railroad (Abandoned Chicago and North Western) Montreal River Ironwood and Hurley Gogebic County, Michigan and Iron County, Wisconsin Michigan and Wisconsin United States Metal Deck Girder Fixed 0 1 0 0 1911 0 King Bridge Company of Cleveland, Ohio 1 3 0 0 0 0 0 0 https://historicbridges.org/wisconsin/montreal_cnw/bkg_img_0188-150_small.jpg https://historicbridges.org/wisconsin/montreal_cnw/IMG_0175.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montreal_cnw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.451840,-90.178840
2371 Montreal River Soo Line Railroad Bridge This plate girder bridge features wooden approach spans and was built by a prolific company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 46.452100 -90.179040 Railroad (Abandoned Soo Line) Montreal River Ironwood and Hurley Gogebic County, Michigan and Iron County, Wisconsin Michigan and Wisconsin United States Metal Deck Girder Fixed 0 1 0 0 1898 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 1 3 0 0 0 0 0 0 https://historicbridges.org/wisconsin/montreal_soo/img_0183_small.jpg https://historicbridges.org/wisconsin/montreal_soo/IMG_0186.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montreal_soo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.452100,-90.179040
2372 Montreal River Wisconsin Central Railroad Bridge This plate girder bridge is still in use by trains. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.502640 -90.219500 Railroad (Wisconsin Central) Montreal River Rural Gogebic County, Michigan and Iron County, Wisconsin Michigan and Wisconsin United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/wisconsin/montrealriver/bkg_img_0202-153_small.jpg https://historicbridges.org/wisconsin/montrealriver/IMG_0202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/montrealriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.502640,-90.219500
2373 Montrose Swing Bridge Welland River Railway Bridge This rare swing bridge no longer operates but is a rare example of its type in Ontario. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. 43.046090 -79.119970 Railroad (Canadian Pacific) Welland River Niagara Falls Niagara Region, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 0 0 1910 0 Unknown 7 8 216 65.84 400 121.92 0 0 https://historicbridges.org/ontario/wellandriver/little_p1410469_small.jpg https://historicbridges.org/ontario/wellandriver/little_p1410469.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.046090,-79.119970
2374 Moore Road Bridge Although undecorated, this bridge is significant as an extremely old surviving concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Varcoe and Boyd. 41.405290 -75.437190 Moore Road (TR-355) Jones Creek Rural Wayne County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Varcoe and Boyd 6 7 30.8 9.39 48 14.63 16 4.88 https://historicbridges.org/pennsylvania/moore/little_p1080574_small.jpg https://historicbridges.org/pennsylvania/moore/little_p1080574.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/moore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.405290,-75.437190
2375 Mooresville Drive Bridge This bridge has a few unusual details for a bridge of its type. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.227110 -81.523250 Mooresville Drive Ausable River Rural Middlesex County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 6 100 30.48 100 30.48 0 0 https://historicbridges.org/ontario/mooresville/little_p1550230_small.jpg https://historicbridges.org/ontario/mooresville/little_p1550230.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mooresville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.227110,-81.523250
2377 Morehouse Drive Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete rigid-frame, fixed. The bridge was primarily built by Edward E. Bray Construction Company of Bridgeport, Connecticut. 41.211140 -73.262200 Morehouse Drive Merritt Parkway (CT-15) Fairfield Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 2 0 0 1940 0 Edward E. Bray Construction Company of Bridgeport, Connecticut 6 6 36 10.97 85 25.91 30 9.14 https://historicbridges.org/connecticut/morehouse/little_img_2356_small.jpg https://historicbridges.org/connecticut/morehouse/little_img_2356.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/morehouse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.211140,-73.262200
2378 Moreland Township Road Bridge This bridge is a noteworthy example of a pin-connected truss with a skew. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 41.189800 -76.654030 Moreland Township Road (PA-2069) Little Muncy Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1904 1995 Owego Bridge Company of Owego, New York 7 7 110 33.53 113 34.44 15 4.57 https://historicbridges.org/pennsylvania/moreland/little_dscf8737_small.jpg https://historicbridges.org/pennsylvania/moreland/little_dscf8737.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/moreland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.189800,-76.654030
2380 Morrell Road Bridge A small truss bridge with picturesque hills in the background. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.287170 -76.689030 Morrell Road Pony Hollow Creek Rural Tompkins County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1920 1987 Unknown 4 4 64 19.51 66 20.12 13.8 4.21 https://historicbridges.org/newyork/morrell/bkg_newyork740_small.jpg https://historicbridges.org/newyork/morrell/newyork2185.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/morrell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.287170,-76.689030
2381 Morrice Road Bridge A typical example of a mid-20th Century county bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.878650 -84.182040 Morrice Road Looking Glass River Rural Shiawassee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1953 0 Raff and Dexter of Lansing, Michigan Michigan State Highway Department 1 1 59.7 18.2 65 19.81 29 8.84 https://historicbridges.org/michigan/morrice/little_p1350412_small.jpg https://historicbridges.org/michigan/morrice/little_p1350428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morrice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.878650,-84.182040
2383 Morris Road Bridge This abandoned, deteriorated, and overgrown bridge has some unusual ornamental and structural details. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.509490 -82.877480 Morris Road (CR-125) Whetstone Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 1975 Unknown 7 7 88 26.82 91 27.74 13.8 4.21 https://historicbridges.org/ohio/cr125_5931665/little_cr125_5931665_1255_small.jpg https://historicbridges.org/ohio/cr125_5931665/little_cr125_5931665_1255.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr125_5931665/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.509490,-82.877480
2384 Morris Terminal Railroad Bridge Crossing a historic canal, this bridge is an excellent example of an uncommon truss design. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 41.355870 -88.426870 Railroad (Rail-Trail) Illinois and Michigan Canal Morris Grundy County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 1 0 0 1906 0 Unknown 6 7 127 38.71 160 48.77 0 0 https://historicbridges.org/illinois/morris/little_tw053966_small.jpg https://historicbridges.org/illinois/morris/little_tw053966.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/morris/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.355870,-88.426870
2385 Morrison Lake Road Bridge A representative example of an I-96 curved t-beam in Michigan with its associated abutment design. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by L. W. Edison Company and Own-Ames-Kimball Company. The bridge was primarily designed by Michigan State Highway Department. 42.879167 -85.213056 Morrison Lake Road I-96 Rural Ionia County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1958 0 L. W. Edison Company and Own-Ames-Kimball Company Michigan State Highway Department 2 3 71 21.64 239.8 73.09 26 7.92 https://historicbridges.org/michigan/morrisonlake/little_pict9597_small.jpg https://historicbridges.org/michigan/morrisonlake/little_pict9597.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morrisonlake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.879167,-85.213056
2387 Jersey Bridge This bridge's trusses and bracing were salvaged and placed on a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 134.8 ft (41.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 41.615300 -79.657490 Drake Well Road (PA-1011) Oil Creek Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1882 1999 Morse Bridge Company of Youngstown, Ohio 7 7 134.8 41.09 140 42.67 11.5 3.51 https://historicbridges.org/pennsylvania/jerseybridge/little_dscf9823_small.jpg https://historicbridges.org/pennsylvania/jerseybridge/little_dscf9823.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerseybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.615300,-79.657490
2388 Morseville Bridge Burt Road Bridge A rare, documented Michigan example of the Smith Bridge Company of Toledo, Ohio, this bridge was abandoned and bypassed by a modern structure. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. Special note about bridge location: This bridge is located a short distance north of the current Burt Road Bridge. 43.236670 -83.868200 Burt Road (Old Alignment) Flint River Morseville Saginaw County, Michigan Michigan United States This bridge is located a short distance north of the current Burt Road Bridge. Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1885 1956 Smith Bridge Company of Toledo, Ohio 7 7 139 42.37 197 60.05 16 4.88 https://historicbridges.org/truss/morseville/little_pict1183_small.jpg https://historicbridges.org/truss/morseville/little_img_0066.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/morseville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.236670,-83.868200
2389 Mortimer E. Cooley Bridge M-55 Pine River Bridge One of only two cantilever deck truss bridges in Michigan, this is a landmark bridge for Michigan. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. 44.222778 -85.903889 M-55 (Caberfae Highway) Pine River Rural Manistee County, Michigan Michigan United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Cantilever 3 0 0 1934 1989 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Michigan State Highway Department 7 9 300 91.44 613 186.84 30 9.14 https://historicbridges.org/michigan/cooley/little_x-zimg_20221029_142947_small.jpg https://historicbridges.org/michigan/cooley/little_x-zimg_20221029_142947.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cooley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.222778,-85.903889
2390 ! Mosherville Bridge Farm View Road Bridge, County Bridge Number 38 This bridge is one of several of its type in the county, but is nationally rare. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 41.990320 -76.902050 Farm View Road (TR-763) Seely Creek Rural Bradford County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1907 1964 Owego Bridge Company of Owego, New York 7 8 108 32.92 112 34.14 12.5 3.81 https://historicbridges.org/pennsylvania/farmview/newyork0625_small.jpg https://historicbridges.org/pennsylvania/farmview/newyork0625.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farmview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.990320,-76.902050
2391 Mossdale Railroad Bridge Although it no longer raises for boats, this is a good example of a fairly short span vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. 37.787570 -121.308010 Railroad (Southern Pacific) San Joaquin River Mossdale San Joaquin County, California California United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 6 1 Metal Warren Rivet-Connected Through Truss Fixed 6 Continuous 0 1942 0 Unknown 6 6 110 33.53 526 160.32 26 7.92 https://historicbridges.org/california/mossdalerrbridge/little_day2_mossdalerrbridge01816_small.jpg https://historicbridges.org/california/mossdalerrbridge/little_day2_mossdalerrbridge01816.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/mossdalerrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.787570,-121.308010
2392 Mossington Bridge Blue Bridge Designed by a noteworthy Ontario engineer, this heritage truss bridge is located in a scenic lake area surrounded by many residences. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by National Bridge Company of Montréal, Québec. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 44.322300 -79.346120 Hedge Road Black River Georgina York Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1912 0 National Bridge Company of Montréal, Québec Frank Barber of Toronto, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/mossington/little_mossington4068_small.jpg https://historicbridges.org/ontario/mossington/little_mossington4068.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mossington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.322300,-79.346120
2393 Mottville Bridge This three span structure is the longest concrete camelback in Michigan, and was preserved for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Smith and Nichols of Hastings, Michigan. The bridge was primarily designed by Michigan State Highway Department. 41.800110 -85.757010 US-12 (Old Alignment) St. Joseph River Mottville St. Joseph County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 3 0 0 1922 0 Smith and Nichols of Hastings, Michigan Michigan State Highway Department 9 10 90 27.43 270 82.3 21 6.4 https://historicbridges.org/concrete/us12/little_dscf6455_small.jpg https://historicbridges.org/concrete/us12/little_dscf6448.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/us12/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800110,-85.757010
2394 Mount Tabor Station Bridge An attractive bridge that is traditionally composed. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.472560 -77.572270 Station Road Catoctin Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 1996 Unknown 6 6 60 18.29 62 18.9 13.5 4.11 https://historicbridges.org/maryland/station/little_pict3609_small.jpg https://historicbridges.org/maryland/station/little_pict3609.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/station/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.472560,-77.572270
2395 Mountville Road Bridge This skewed, state standard Pratt through truss fits into its wooded surroundings well. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by R. S. McMannus Steel Construction Company of Buffalo, New York. The bridge was primarily designed by Pennsylvania State Highway Department. 40.912090 -80.216980 Mountville Road (PA-2030) Slippery Rock Creek Rural Lawrence County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1940 2018 R. S. McMannus Steel Construction Company of Buffalo, New York Pennsylvania State Highway Department 5 5 185 56.39 190 57.91 24 7.32 https://historicbridges.org/pennsylvania/mountville/little_pict9364_small.jpg https://historicbridges.org/pennsylvania/mountville/little_pict9364.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mountville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.912090,-80.216980
2396 Mower Road Bridge This is a long straight chord through girders in Michigan, with three spans. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete through girder, fixed. The bridge was primarily built by Denton and Johnson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.327540 -83.968630 Mower Road Cole Drain Rural Saginaw County, Michigan Michigan United States Concrete Through Girder Fixed 0 3 0 0 1920 0 Denton and Johnson of Saginaw, Michigan Michigan State Highway Department 6 7 45 13.72 134.8 41.09 18 5.49 https://historicbridges.org/michigan/mower/little_dscf4216_small.jpg https://historicbridges.org/michigan/mower/little_dscf4216.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.327540,-83.968630
2399 MN-36 Lexington Avenue Bridge Very rare in Minnesota, this attractive bridge is an unaltered example of a 1930s rigid-frame overpass. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Minnesota Highway Department. 45.010440 -93.146490 MN-36 Lexington Avenue Roseville Ramsey County, Minnesota Minnesota United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 0 Unknown Minnesota Highway Department 4 6 56 17.07 64 19.51 60 18.29 https://historicbridges.org/minnesota/mn36lexingtonave/little_mn36lexingtonave4095_small.jpg https://historicbridges.org/minnesota/mn36lexingtonave/little_mn36lexingtonave4095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/mn36lexingtonave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.010440,-93.146490
2401 Mt. Carbon Bowstring Bridge An extremely rare and long abandoned bowstring with excellent integrity and unique details. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.672910 -76.185650 Mt. Carbon Arch Road (Abandoned Alignment) Schuylkill River Mt. Carbon Schuylkill County, Pennsylvania Pennsylvania United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 112 34.14 114 34.75 13.2 4.02 https://historicbridges.org/pennsylvania/mtcarbonbowstring/little_addmtcarbonbridges_5979_small.jpg https://historicbridges.org/pennsylvania/mtcarbonbowstring/little_addmtcarbonbridges_5979.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mtcarbonbowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.672910,-76.185650
2402 Mt. Carbon Arch Bridge Bridge Number 89 Bypassing a bowstring truss back in 1925, this unusual arch bridge is beautiful, unique, and historic in its own right. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles E. Walton of Pottsville, Pennsylvania. 40.672560 -76.185580 Mt. Carbon Arch Road (PA-2015 / LR-140) Schuylkill River Mt. Carbon Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1925 0 Charles E. Walton of Pottsville, Pennsylvania 5 6 71 21.64 164 49.99 24 7.32 https://historicbridges.org/pennsylvania/mtcarbonarch/little_addmtcarbonbridges_6015_small.jpg https://historicbridges.org/pennsylvania/mtcarbonarch/little_addmtcarbonbridges_6015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mtcarbonarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.672560,-76.185580
2404 Mt. Cobb Highway Bridge An example of a standard plan small-scale t-beam bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.405580 -75.437060 Mt. Cobb Highway (PA-348) Jones Creek Rural Wayne County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1940 0 Unknown Pennsylvania State Highway Department 1 1 47 14.33 49 14.94 32.2 9.81 https://historicbridges.org/pennsylvania/mtcobb/little_p1080599_small.jpg https://historicbridges.org/pennsylvania/mtcobb/little_p1080599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mtcobb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.405580,-75.437060
2405 Mt. Pleasant Railroad Bridge A small railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.607250 -84.783000 Railroad (Ann Arbor Railroad) Chippewa River Mt. Pleasant Isabella County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/mtpleasantrr/little_p1360995_small.jpg https://historicbridges.org/michigan/mtpleasantrr/little_p1360995.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasantrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.607250,-84.783000
2406 Muir Bridge This is an uncommon surviving example of a concrete arch bridge construction in Michigan. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.994650 -84.942280 Prairie Street Maple River Muir Ionia County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 0 1952 Unknown 4 6 91 27.74 311 94.79 22 6.71 https://historicbridges.org/michigan/muir/little_img_20190925_124457_small.jpg https://historicbridges.org/michigan/muir/little_img_20190925_124457.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/muir/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.994650,-84.942280
2407 Mumma Ford Bridge This two-span truss had an arch retrofit added to the superstructure. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.623570 -77.299460 Mumma Ford Road Monocacy River Rural Frederick County, Maryland and Carroll County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1911 1988 York Bridge Company of York, Pennsylvania 6 7 114 34.75 229 69.8 12.5 3.81 https://historicbridges.org/maryland/mummaford/little_pict3903_small.jpg https://historicbridges.org/maryland/mummaford/little_pict3903.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/mummaford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.623570,-77.299460
2408 Munnell Run Private Bridge This is a small yet attractive and unusual little pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Sharpsville Steam Boiler Works of Sharpsville, Pennsylvania, James R. Gemmill Owner. 41.234610 -80.237850 Private Drive Munnell Run Mercer Mercer County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Sharpsville Steam Boiler Works of Sharpsville, Pennsylvania, James R. Gemmill Owner 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/munnell/little_img_9281_small.jpg https://historicbridges.org/pennsylvania/munnell/little_img_9281.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/munnell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.234610,-80.237850
2409 Murphy Bridge Huntington County Bridge 19 This through Parker truss displays complex geometry making it a treat for the senses! The technical description of the main or most noteworthy span of the bridge is a 197.8 ft (60.29 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. 40.712350 -85.453700 CR-800 South Salamonie River Rural Huntington County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 11 1 0 0 1928 2006 Pan American Bridge Company of New Castle, Indiana 6 7 197.8 60.29 200 60.96 18.7 5.7 https://historicbridges.org/truss/800south/little_pict6070_small.jpg https://historicbridges.org/truss/800south/little_pict6070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/800south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.712350,-85.453700
2410 Murray Canal Railway Bridge This plate girder swing bridge rests in the open position and is no longer used by trains. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 44.054420 -77.603430 Railroad (Abandoned Railway) Murray Canal Rural Northumberland County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/murray/little_p1040710_small.jpg https://historicbridges.org/ontario/murray/little_p1040710.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/murray/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.054420,-77.603430
2412 Murray Street Bridge This is a beautiful example of a concrete arch bridge with substantial aesthetic details. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank P. Adams. 43.131900 -80.251260 Murray Street Mohawk Waterway Brantford Brant County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 2003 Unknown Frank P. Adams 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/brantfordmurraystreetbridge/little_brantfordmurraystreetbridge0077_small.jpg https://historicbridges.org/ontario/brantfordmurraystreetbridge/little_brantfordmurraystreetbridge0077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordmurraystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.131900,-80.251260
2413 Murray Street Railway Overpass This is a traditional and unaltered example of a stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.147280 -80.253200 Railroad (Railink Southern Ontario) Murray Street Brantford Brant County, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/brantfordmurraystreetrail/little_brantfordmurraystreetrailroad0095_small.jpg https://historicbridges.org/ontario/brantfordmurraystreetrail/little_brantfordmurraystreetrailroad0095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordmurraystreetrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.147280,-80.253200
2414 Muskegon Railroad Bridge This is the only known metal truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.264550 -86.237660 Railroad (CSX) Muskegon River Muskegon Muskegon County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1924 0 Unknown 5 8 0 0 0 0 0 0 https://historicbridges.org/michigan/muskegon/little_muskegon_small.jpg https://historicbridges.org/michigan/muskegon/little_muskegon.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/muskegon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.264550,-86.237660
2416 Nahma Bridge Turtle Island Bridge One of the longest pony truss spans of its time, this is also one of the last surviving early state highway department truss bridges. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. The bridge was primarily designed by Michigan State Highway Department. 45.691530 -87.342130 Golf Course Pathway Golf Course Waterway Rural Menominee County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1916 0 Joliet Bridge and Iron Company of Joliet, Illinois Michigan State Highway Department 7 8 104 31.7 104 31.7 16.7 5.09 https://historicbridges.org/michigan/sweetgrassgolfcourse3/little_sweetgrassgolfcourse3nahmabridge_0704_small.jpg https://historicbridges.org/michigan/sweetgrassgolfcourse3/little_sweetgrassgolfcourse3nahmabridge_0704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.691530,-87.342130
2417 ! Nanticoke Bridge An extremely rare surviving example of a large pin-connected truss bridge in Pennsylvania, this bridge has a span whose connection details are not the same at each end. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dravo Contracting Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by David A. Keefe of Athens, Pennsylvania. 41.214850 -76.003290 Broadway Street Susquehanna River and Nanticoke Creek Nanticoke Luzerne County, Pennsylvania Pennsylvania United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 16 3 Pre-Stressed Concrete Spread Box Beam Fixed 0 21 1914 1987 Dravo Contracting Company of Pittsburgh, Pennsylvania David A. Keefe of Athens, Pennsylvania 8 9 300 91.44 1922 585.83 21 6.4 https://historicbridges.org/pennsylvania/nanticoke/little_p1080829_small.jpg https://historicbridges.org/pennsylvania/nanticoke/little_p1080829.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nanticoke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.214850,-76.003290
2418 Napier Road Bridge This attractive pony truss is a pleasant suprise for anyone who decides to explore this road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.870080 -81.769210 Napier Road Sydenham River Rural Middlesex County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 80 24.38 80 24.38 0 0 https://historicbridges.org/ontario/napier/little_napieradd_brg_7229_small.jpg https://historicbridges.org/ontario/napier/little_napieradd_brg_7229.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/napier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870080,-81.769210
2419 Narrowsburg Bridge This graceful arch bridge is a relatively young historic bridge, but still offers so much more than any modern bridge. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 41.609860 -75.061860 Hansdale and Delaware Turnpike (Beach Lake Highway / PA-652) / NY-52 (CR-24, Bridge Street) Delaware River Darbytown and Narrowsburg Wayne County, Pennsylvania and Sullivan County, New York Pennsylvania United States Metal Solid Ribbed Deck Arch Fixed 0 1 0 2 1954 0 Unknown 4 4 290 88.39 426 129.84 26 7.92 https://historicbridges.org/newyork/narrowsburg/little_dscf9145_small.jpg https://historicbridges.org/newyork/narrowsburg/little_dscf9145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/narrowsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.609860,-75.061860
2422 Nebraska Bridge This Parker truss survives, even having its deck underwater during rainy seasons. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Ortale Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. 41.471540 -79.382570 Nebraska Road (PA-3004) Tionesta Creek Nebraska (Rural) Forest County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1933 1999 Ortale Construction Company Pennsylvania State Highway Department 5 6 184 56.08 187 57 23.3 7.1 https://historicbridges.org/pennsylvania/nebraska/little_pict6806_small.jpg https://historicbridges.org/pennsylvania/nebraska/little_pict6806.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nebraska/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.471540,-79.382570
2423 Napanee Railway Bridge Although altered, this bridge retains attractive stone arch spans and is a landmark for Napanee. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 44.251530 -76.945790 Railroad (Canadian National) Napanee River, Dundas Street, and Camden Road (CR-1) Napanee Lennox and Addington County, Ontario Ontario Canada Metal Deck Girder Fixed 0 4 Stone Segmental Deck Arch Fixed 0 8 0 0 Unknown 4 6 55 16.76 445 135.64 0 0 https://historicbridges.org/ontario/napaneerr/little_p1040980_small.jpg https://historicbridges.org/ontario/napaneerr/little_p1040980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/napaneerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.251530,-76.945790
2425 Nappanee Street Bridge Elkhart County Bridge 376 This bridge is an attractive example of its type, and when photographed, was unaltered. The technical description of the main or most noteworthy span of the bridge is a 101.4 ft (30.91 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 41.679480 -86.003340 Nappanee Street (IN-19) St. Joseph River Elkhart Elkhart County, Indiana Indiana United States Concrete Curved T-Beam Fixed 0 5 0 0 1966 0 Unknown 3 4 101.4 30.91 453 138.07 54 16.46 https://historicbridges.org/indiana/nappanee/little_p1430985_6_7_fused_small.jpg https://historicbridges.org/indiana/nappanee/little_p1430985_6_7_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/nappanee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.679480,-86.003340
2426 Neshanic Station Bridge Two bridges crossing the river at angles to each other, this is one of the more unique pairs of truss spans in the state. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 40.509390 -74.727050 Elm Street South Branch Raritan River Neshanic Station Somerset County, New Jersey New Jersey United States Metal Lenticular Pin-Connected Through Truss Fixed 9 2 0 0 1896 2007 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 141 42.98 285 86.87 13 3.96 https://historicbridges.org/newjersey/neshanicstation/little_pict5880_small.jpg https://historicbridges.org/newjersey/neshanicstation/little_img_1730.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/neshanicstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.509390,-74.727050
2427 Neshanic Station Railroad Bridge A pin-connected truss bridge next to a historic mill sets an undisturbed, traditional scene that is today hard to find. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.508660 -74.726770 Railroad (Central Railroad of New Jersey) South Branch Raritan River Neshanic Station Somerset County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1896 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/newjersey/neshanicstationrr/little_img_1726_small.jpg https://historicbridges.org/newjersey/neshanicstationrr/little_pict5848.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/neshanicstationrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.508660,-74.726770
2429 Nevius Street Bridge An extremely rare, and well-preserved example of a multi-span Whipple truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.564670 -74.635700 Nevius Street Raritan River Raritan Somerset County, New Jersey New Jersey United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 2 0 0 1886 2006 Wrought Iron Bridge Company of Canton, Ohio 8 9 150 45.72 300 91.44 17 5.18 https://historicbridges.org/newjersey/nevius/little_img_1759_small.jpg https://historicbridges.org/newjersey/nevius/little_pict5957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/nevius/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.564670,-74.635700
2430 Newaygo Centennial Bridge This bridge is an example of a highway department bridge design used for larger crossings. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.422850 -85.798290 Evergreen Drive (M-37 and M-82) Muskegon River Newaygo Newaygo County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 5 0 0 1952 2000 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 4 6 122 37.19 555 169.16 51 15.54 https://historicbridges.org/michigan/m37newaygo/little_m-37muskegonr6_small.jpg https://historicbridges.org/michigan/m37newaygo/little_m-37muskegonr6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m37newaygo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.422850,-85.798290
2431 Newaygo Railroad Bridge An impressive deck truss is a rare find in Michigan. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.422610 -85.800160 Railroad (CSX) Muskegon River Newaygo Newaygo County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 0 0 1902 1907 American Bridge Company of New York, New York 6 8 100 30.48 515 156.97 0 0 https://historicbridges.org/michigan/newaygo/little_new2_small.jpg https://historicbridges.org/michigan/newaygo/little_new2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/newaygo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.422610,-85.800160
2433 New York Central Railroad Bridge This vertical lift has a more boxy appearance than most. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, movable: vertical lift. The bridge was primarily built by McDowell Wellman of Cleveland, Ohio. 41.494180 -81.698090 Railroad (New York Central) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift 8 1 0 0 1953 0 McDowell Wellman of Cleveland, Ohio 5 6 200 60.96 217 66.14 0 0 https://historicbridges.org/ohio/newburgsouthshore/cleveland0114_small.jpg https://historicbridges.org/ohio/newburgsouthshore/cleveland0105.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newburgsouthshore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494180,-81.698090
2434 Newcomer Road Bridge Displaying the unusual details of its builder, this is a long example of a Wrought Iron Bridge Company pony truss span. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.542260 -82.869420 Newcomer Road (TR-135) Whetstone Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 2000 Wrought Iron Bridge Company of Canton, Ohio 7 6 80 24.38 81 24.69 13.5 4.11 https://historicbridges.org/ohio/newcomer5930146/little_newcomer5930146_1385_small.jpg https://historicbridges.org/ohio/newcomer5930146/little_newcomer5930146_1385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newcomer5930146/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.542260,-82.869420
2435 Newell Bridge Wayne Six Toll Bridge This spectacular structure is among the last remaining suspension bridges on the Ohio River. The technical description of the main or most noteworthy span of the bridge is a 742 ft (226.16 m) metal Through Truss Stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Edwin Kirtland Morse of Pittsburgh, Pennsylvania. 40.619540 -80.589890 Golding Street Ohio River East Liverpool and Newell Columbiana County, Ohio and Hancock County, West Virginia Ohio and West Virginia United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1905 1954 American Bridge Company of New York, New York Edwin Kirtland Morse of Pittsburgh, Pennsylvania 8 8 742 226.16 1590 484.63 20.7 6.31 https://historicbridges.org/wvirginia/newell/little_dscf6121_small.jpg https://historicbridges.org/wvirginia/newell/little_dscf6121.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/newell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.619540,-80.589890
2436 Newfield Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.116230 -73.535070 Newfield Avenue Merritt Parkway (CT-15) Stamford Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1937 1995 Mariani Construction Company of New Haven, Connecticut 6 6 62 18.9 71 21.64 30.2 9.2 https://historicbridges.org/connecticut/newfield/little_img_2159_small.jpg https://historicbridges.org/connecticut/newfield/little_img_2159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116230,-73.535070
2438 ! New Bridge One of the best and few remaining examples of its type in southern New Jersey, and built by a company with few remaining examples left nationwide. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. 39.528140 -75.450630 New Bridge Road (CR-623) Alloway Creek Rural Salem County, New Jersey New Jersey United States Metal Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 0 1 1905 1976 New Jersey Bridge Company of Manasquan, New Jersey 7 8 50 15.24 153 46.63 14.4 4.39 https://historicbridges.org/newjersey/newbridge623/little_dscf1783_small.jpg https://historicbridges.org/newjersey/newbridge623/little_dscf1783.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newbridge623/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.528140,-75.450630
2441 New Haven Railroad Bridge An impressive, bulky two-span through railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.084240 -85.017120 Railroad (Norfolk Southern) Maumee River New Haven Allen County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1899 0 Unknown 7 6 200 60.96 405 123.44 0 0 https://historicbridges.org/truss/newhaven/little_pict5813_small.jpg https://historicbridges.org/truss/newhaven/little_pict5813.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/newhaven/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.084240,-85.017120
2442 New Hope - Lambertville Bridge This is a long, multi-span example of a threatened historic bridge type. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Shoemaker Bridge Company of Pottstown, Pennsylvania. 40.364890 -74.948820 Bridge Street Delaware River New Hope and Lambertville Bucks County, Pennsylvania and Hunterdon County, New Jersey New Jersey and Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 6 0 0 1904 2004 Shoemaker Bridge Company of Pottstown, Pennsylvania 8 7 171 52.12 1053 320.95 20.3 6.19 https://historicbridges.org/newjersey/lambertville/little_pict5563_small.jpg https://historicbridges.org/newjersey/lambertville/little_pict5563.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lambertville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.364890,-74.948820
2443 New Kensington Bridge C. L. Schmitt Bridge One of the spectacular greater landmark historic bridges in the greater Pittsburgh area . The technical description of the main or most noteworthy span of the bridge is a 370 ft (112.78 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works. 40.564120 -79.772460 9th Street (PA-56) Allegheny River New Kensington Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 11 3 0 11 1927 1989 American Bridge Company of New York, New York Allegheny County Department of Public Works 7 7 370 112.78 1528 465.73 27.6 8.41 https://historicbridges.org/truss/nkensington/P1010006_small.jpg https://historicbridges.org/truss/nkensington/little_visit2009_17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/nkensington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.564120,-79.772460
2444 New Lothrop Road Bridge A traditional and representative example of a mid-20th century stringer in Michigan. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.828250 -83.964220 New Lothrop Road Shiawassee River Rural Shiawassee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1955 0 Raff and Dexter of Lansing, Michigan Michigan State Highway Department 1 2 56.8 17.31 138.8 42.31 23 7.01 https://historicbridges.org/michigan/newlothrop/little_dscf0182_small.jpg https://historicbridges.org/michigan/newlothrop/little_dscf0182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/newlothrop/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.828250,-83.964220
2445 New Milford Bridge Veterans Bridge This attractive bridge is noted for a relatively large simple span and also for its unusually extensive use of built-up beams. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.575060 -73.415470 US-202 Housatonic River New Milford Litchfield County, Connecticut Connecticut United States Metal Parker Rivet-Connected Through Truss Fixed 13 1 0 0 1953 2000 Unknown 4 5 325 99.06 332 101.19 30 9.14 https://historicbridges.org/connecticut/newmilford/little_img_2481_small.jpg https://historicbridges.org/connecticut/newmilford/little_img_2481.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newmilford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.575060,-73.415470
2446 New Ontario Road Bridge This bridge could use some paint but is otherwise an attractive truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.131760 -81.552240 New Ontario Road Ausable River Rural Middlesex County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/newontario/little_p1550111_small.jpg https://historicbridges.org/ontario/newontario/little_p1550111.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/newontario/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.131760,-81.552240
2447 New Richmond Bridge 57th Street Bridge The longest pony truss in Michigan, possibly the oldest swing bridge in the United States, and an extremely rare pinned Warren truss! The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Warren pony truss, movable: swing, Center Pier. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 42.651420 -86.106730 57th Street (Old Allegan Road) Kalamazoo River New Richmond Allegan County, Michigan Michigan United States Metal Warren Pin-Connected Pony Truss Movable: Swing Center Pier 0 1 Metal Warren Pony Truss Fixed 0 9 1879 2005 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 10 10 72 21.95 422 128.63 11.8 3.6 https://historicbridges.org/truss/57th/little_57bridgeside_small.jpg https://historicbridges.org/truss/57th/little_57bridgeside.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/57th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.651420,-86.106730
2448 New Richmond Railroad Bridge This deck plate girder is an old swing bridge that had its mechanics removed. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, movable: swing, Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. 42.651410 -86.107250 Railroad (CSX) Kalamazoo River New Richmond Allegan County, Michigan Michigan United States Metal Deck Girder Movable: Swing Bobtail 0 6 0 0 1907 0 American Bridge Company of New York, New York 2 3 0 0 435 132.59 8 2.44 https://historicbridges.org/other/newrichmondrr/little_brg_9726_7_8v_small.jpg https://historicbridges.org/other/newrichmondrr/little_brg_9726_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/newrichmondrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.651410,-86.107250
2449 New Richmond Railroad Overpass A good example of a railroad steel stringer built by the King Bridge Company of Cleveland, Ohio. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.652370 -86.107100 Railroad (CSX) 57th Street (Old Allegan Road) New Richmond Allegan County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1907 0 King Bridge Company of Cleveland, Ohio 1 2 0 0 0 0 0 0 https://historicbridges.org/beam/newrichmondrr/bkg_ottawa33_small.jpg https://historicbridges.org/beam/newrichmondrr/ottawa084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/newrichmondrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.652370,-86.107100
2451 New Youngs Point Bridge This is an uncommon example of a multi-span pony truss. The technical description of the main or most noteworthy span of the bridge is a 108.3 ft (33.01 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.487360 -78.234440 Highway 28 Otonabee River (Trent-Severn Waterway) Youngs Point Peterborough County, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 7 2 Metal Stringer (Multi-Beam) Fixed 0 2 1954 2006 Unknown 5 5 108.3 33.01 316.3 96.41 0 0 https://historicbridges.org/ontario/youngspointnew/little_p1580587_small.jpg https://historicbridges.org/ontario/youngspointnew/little_p1580587.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngspointnew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.487360,-78.234440
2452 New Wilson's Bridge With substantial architectural details, this is a beautiful example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.657250 -77.847880 National Pike (US-40) Conococheague Creek Rural Washington County, Maryland Maryland United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1936 0 Unknown 6 7 102 31.09 370 112.78 44 13.41 https://historicbridges.org/maryland/wilsonnew/little_img_4493_small.jpg https://historicbridges.org/maryland/wilsonnew/little_img_4493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/wilsonnew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.657250,-77.847880
2453 Newhall Bridge One of three bridges on this section of Sheridan Road that are noted for a decorative stone arch facing. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.141650 -87.755550 Sheridan Road Ravine Number 2 Glencoe Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1923 1979 Unknown 5 5 44 13.41 128.6 39.2 30 9.14 https://historicbridges.org/illinois/sheridanmiddle/little_sheridanmiddle1788_small.jpg https://historicbridges.org/illinois/sheridanmiddle/little_sheridanmiddle1788.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridanmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.141650,-87.755550
2454 Newport Bridge This is an uncommon surviving multi-span example of its type in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.479010 -77.128140 Red Hill Road (Market Street, PA-34) Juniata River Newport Perry County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 4 0 0 1934 0 Unknown Pennsylvania State Highway Department 6 6 172 52.43 691 210.62 23 7.01 https://historicbridges.org/pennsylvania/rt34juniatanewport/little_rt34juniatanewport005_small.jpg https://historicbridges.org/pennsylvania/rt34juniatanewport/little_rt34juniatanewport005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt34juniatanewport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.479010,-77.128140
2455 Newtown Turnpike Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Louis J. Bacco Construction Company of Stamford, Connecticut. 41.163340 -73.383460 Newtown Turnpike Merritt Parkway (CT-15) Westport Fairfield County, Connecticut Connecticut United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1939 0 Louis J. Bacco Construction Company of Stamford, Connecticut 6 6 45 13.72 115.2 35.11 41 12.5 https://historicbridges.org/connecticut/newtown/little_img_2232_small.jpg https://historicbridges.org/connecticut/newtown/little_img_2232.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.163340,-73.383460
2456 New York Street Memorial Bridge This unique bridge was designed as a beautiful memorial to World War I veterans. The technical description of the main or most noteworthy span of the bridge is a 67.6 ft (20.6 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John Ward Company of Aurora, Illinois. The bridge was primarily designed by Seidel Studios of Chicago, Illinois and Engineering Service Company of Aurora, Illinois. 41.758960 -88.313640 New York Street Fox River Aurora Kane County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 9 Metal Stringer (Multi-Beam) Fixed 0 2 1931 0 John Ward Company of Aurora, Illinois Seidel Studios of Chicago, Illinois and Engineering Service Company of Aurora, Illinois 6 7 67.6 20.6 670 204.22 46 14.02 https://historicbridges.org/illinois/newyorkmemorial/little_p1170703_small.jpg https://historicbridges.org/illinois/newyorkmemorial/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/newyorkmemorial/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.758960,-88.313640
2458 Niagara Hydro Canal Middle Railway Bridge One of three remaining concrete arch bridges over the Niagara Hydro Canal. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.120770 -79.084180 Railroad (Abandoned Niagara, St. Catharines and Toronto Railway) Niagara Hydro Canal Niagara Falls Niagara Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/hydrocanalrrmiddle/little_hydrocanalrrmiddle0317_small.jpg https://historicbridges.org/ontario/hydrocanalrrmiddle/little_hydrocanalrrmiddle0317.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hydrocanalrrmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.120770,-79.084180
2459 Niagara Hydro Canal Northern Railway Bridge One of three remaining concrete arch bridges over the Niagara Hydro Canal. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.124060 -79.081990 Railroad (Canadian National) Niagara Hydro Canal Niagara Falls Niagara Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/hydrocanalrrnorth/little_hydrocanalrrnorth0322_small.jpg https://historicbridges.org/ontario/hydrocanalrrnorth/little_hydrocanalrrnorth0322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hydrocanalrrnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.124060,-79.081990
2460 Niagara Parkway Black Creek Bridge With ornate metal railing panels and a stone facing on the arch, this is a very beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.980920 -79.023560 Niagara Parkway Black Creek Fort Erie Niagara Region, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/niagaraparkwayblackcreek/little_niagaraparkwayblackcreek0588_small.jpg https://historicbridges.org/ontario/niagaraparkwayblackcreek/little_niagaraparkwayblackcreek0588.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/niagaraparkwayblackcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980920,-79.023560
2461 Nichols Road Bridge One of the best representative examples in a group of bridges in the county that exhibit an unusual variation of a standard plan. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.005080 -83.890700 Nichols Road Misteguay Creek Rural Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1930 0 Unknown 2 2 44 13.41 45 13.72 30 9.14 https://historicbridges.org/michigan/nichols/little_dscf9724_small.jpg https://historicbridges.org/michigan/nichols/little_dscf9724.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/nichols/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.005080,-83.890700
2463 Niles Road Bridge This culvert-like bridge is the type of bridge that hardly anyone even knows is there, yet it was designed to look nice. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.044310 -86.440150 Niles Road (M-63) Yellow Creek Rural Berrien County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1949 0 Unknown 1 2 32.8 10 32.8 10 42.7 13.01 https://historicbridges.org/michigan/nilesroad/bkg_07photos022_small.jpg https://historicbridges.org/michigan/nilesroad/07photos038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/nilesroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.044310,-86.440150
2465 Nickelsen Creek Private Bridge 2 This small riveted pony truss serves a private drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 40.890090 -85.043980 Private Drive Nickelsen Creek Rural Adams County, Indiana Indiana United States This bridge is on a private drive. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/indiana/nickelsencreekbridge2/little_nickelsencreekbridge2_1888_small.jpg https://historicbridges.org/indiana/nickelsencreekbridge2/little_nickelsencreekbridge2_1888.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/nickelsencreekbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.890090,-85.043980
2466 Niles Railroad Bridge Both unusual and impressive, this is a large four-span structure. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 41.835330 -86.259800 Railroad (Amtrak and Norfolk Southern) St. Joseph River and US-31 BR Niles Berrien County, Michigan Michigan United States Metal Baltimore Pin-Connected Deck Truss Fixed 8 4 Metal Deck Girder Fixed 0 3 1899 1983 Detroit Bridge and Iron Works of Detroit, Michigan 7 9 110 33.53 640 195.07 0 0 https://historicbridges.org/truss/niles/little_nilesrr058_small.jpg https://historicbridges.org/truss/niles/little_nilesrr058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/niles/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.835330,-86.259800
2467 Nishisakawick Creek Bridge An example of a distinctive early 20th century truss bridge form. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.523750 -75.063060 River Road Nishisakawick Creek Frenchtown Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 1994 Unknown 5 4 57 17.37 57 17.37 14 4.27 https://historicbridges.org/newjersey/nishisakawick/little_img_1622_small.jpg https://historicbridges.org/newjersey/nishisakawick/little_img_1622.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/nishisakawick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.523750,-75.063060
2468 Nithvale Bridge Nith Road Bridge Located in a scenic wooded setting is this abandoned and ancient truss bridge. The technical description of the main or most noteworthy span of the bridge is a 98.4 ft (29.99 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.284190 -80.462630 Nith Road Nith River Ayr Waterloo Region, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 1 1883 1914 Unknown 7 7 98.4 29.99 0 0 16.4 5 https://historicbridges.org/ontario/nith/little_pict6987_small.jpg https://historicbridges.org/ontario/nith/little_pict6987.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/nith/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.284190,-80.462630
2469 Nokomis Avenue Bridge This concrete t-beam bridge has an arch-shaped fascia beam to make it look like a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.919040 -93.228370 Nokomis Avenue Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Concrete T-Beam Fixed 0 1 0 0 1921 0 Unknown 4 6 36 10.97 41 12.5 30 9.14 https://historicbridges.org/minnesota/nokomisave/little_nokomisave3576_small.jpg https://historicbridges.org/minnesota/nokomisave/little_nokomisave3576.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/nokomisave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.919040,-93.228370
2471 Norfolk Railroad Bascule Bridges These are two very large bascule spans, and one still operates. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 36.839720 -76.274790 Railroad (Norfolk Southern) Eastern Branch Elizabeth River Norfolk Norfolk Independent City, Virginia Virginia United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Through Girder Fixed 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/virginia/norfolkrail/1bkg_hbme_010_small.jpg https://historicbridges.org/virginia/norfolkrail/1hbme_037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/norfolkrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.839720,-76.274790
2472 Norfolk Southern Cuyahoga River Bridge Nickel Plate Road High Level Bridge This bridge features an impressive elevated approach system that includes additional truss spans. The technical description of the main or most noteworthy span of the bridge is a 267 ft (81.38 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Koch Steel Erecting Company of New York, New York and Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Hardesty and Hanover of New York, New York. 41.486630 -81.691700 Railroad (Norfolk Southern) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift 9 1 Metal Pratt Rivet-Connected Through Truss Fixed 6 0 1957 0 Koch Steel Erecting Company of New York, New York and Mount Vernon Bridge Company of Mount Vernon, Ohio Hardesty and Hanover of New York, New York 7 8 267 81.38 3010 917.45 0 0 https://historicbridges.org/ohio/clevelandrr4/bkg_cleveland407_small.jpg https://historicbridges.org/ohio/clevelandrr4/cleveland0966.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clevelandrr4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486630,-81.691700
2473 Norman Road Bridge This bridge has a distinctive pier detail and built-up riveted stringers. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.092490 -82.618050 Norman Road Black River Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1935 0 Unknown 2 2 72.8 22.19 150 45.72 24 7.32 https://historicbridges.org/michigan/norman/little_dscf1723_small.jpg https://historicbridges.org/michigan/norman/little_dscf1723.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/norman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.092490,-82.618050
2474 Normans Kill Ravine Bridge Normanskill Farm Bridge With cast iron floor beams, this is one of the most intact Whipple arch bridges remaining and one of the oldest metal bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 109.8 ft (33.47 m) metal (cast iron) Bowstring through truss, fixed. The bridge was primarily built by Simon DeGraff of Syracuse, New York. The bridge was primarily designed by Squire Whipple. Special note about bridge location: This bridge and road are part of Albany State Police K-9 Training Center. However it appears that pedestrians are allowed to walk on the bridge. 42.635780 -73.800480 Mill Road Normans Kill Ravine Albany Albany County, New York New York United States This bridge and road are part of Albany State Police K-9 Training Center. However it appears that pedestrians are allowed to walk on the bridge. Metal (Cast Iron) Bowstring Through Truss Fixed 0 1 0 0 1867 0 Simon DeGraff of Syracuse, New York Squire Whipple 10 10 109.8 33.47 113 34.44 17.2 5.24 https://historicbridges.org/newyork/normanskill/little_p1070842_small.jpg https://historicbridges.org/newyork/normanskill/little_p1070842.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/normanskill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.635780,-73.800480
2475 Normandy Road Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.525000 -83.176944 Railroad (Canadian National) Normandy Road Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 30 9.14 83 25.3 0 0 https://historicbridges.org/michigan/oakland_normandy/little_pict2075_small.jpg https://historicbridges.org/michigan/oakland_normandy/little_pict2075.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_normandy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.525000,-83.176944
2476 North Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 63.8 ft (19.45 m) concrete rigid-frame, fixed. The bridge was primarily built by Peter Mitchell Construction Company of Greenwich, Connecticut. 41.168420 -73.342200 North Avenue Merritt Parkway (CT-15) Westport Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Peter Mitchell Construction Company of Greenwich, Connecticut 6 6 63.8 19.45 66.9 20.39 26.2 7.99 https://historicbridges.org/connecticut/north/little_img_2278_small.jpg https://historicbridges.org/connecticut/north/little_img_2278.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.168420,-73.342200
2477 North Avenue Bridge This unusual bridge has an intersection on it in the middle where it touches the tip of Hurds Island. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.752500 -88.322220 North Avenue Fox River Aurora Kane County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 6 0 0 1926 2002 Unknown 5 6 74.2 22.62 546 166.42 36 10.97 https://historicbridges.org/illinois/auroranorthavenue/little_p1450222_small.jpg https://historicbridges.org/illinois/auroranorthavenue/little_p1450222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/auroranorthavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.752500,-88.322220
2479 North Avenue Railroad Overpass A representative example of a typical railroad overpass in Aurora. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.751870 -88.321030 Railroad (BNSF) North Avenue Aurora Kane County, Illinois Illinois United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/illinois/auroranorthavenuerr/little_p1450168_small.jpg https://historicbridges.org/illinois/auroranorthavenuerr/little_p1450168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/auroranorthavenuerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.751870,-88.321030
2480 Cherry Avenue Bridge Bridge Number Z-2 This extremely rare bobtail swing bridge, restored and open to the non-motorized traffic, is the most unusual and significant swing bridge in Cook County. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, movable: swing, Bobtail. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 41.910140 -87.655510 Railroad (Baltimore and Ohio Chicago Terminal Railroad) and Non-Motorized Walkway North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Bobtail 0 1 0 0 1902 2009 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 9 8 120 36.58 230 70.1 0 0 https://historicbridges.org/illinois/northrr/little_p1300048_small.jpg https://historicbridges.org/illinois/northrr/little_p1300233.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/northrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.910140,-87.655510
2481 Cherry Street Bridge Ship Channel Bridge This massive bridge is an extremely rare Canadian example of this noteworthy bascule design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 43.641290 -79.349080 Cherry Street Ship Channel Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 1930 2013 Dominion Bridge Company of Montréal, Québec Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/cherrystreet/little_cherrystreet1049_small.jpg https://historicbridges.org/ontario/cherrystreet/little_cherrystreet1049.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cherrystreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.641290,-79.349080
2482 North Canal Bridge A small, lightweight pony truss that likely was originally built for the use of area mills and industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.706300 -71.154840 Access Road North Canal Lawrence Essex County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/northcanal/little_pict6511_small.jpg https://historicbridges.org/massachusetts/northcanal/little_pict6511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706300,-71.154840
2483 North Canal Railroad Bridge A short but massive, heavilly skewed railroad bridge was restored for pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.706310 -71.154380 Railroad (Rail-Trail) North Canal Lawrence Essex County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/northcanalrr/little_img_1886_small.jpg https://historicbridges.org/massachusetts/northcanalrr/little_pict6493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northcanalrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706310,-71.154380
2484 North Cass Street Bridge An early pre-stressed concrete structure with attractive and unaltered railings. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by W. H. Harvie. 44.764760 -85.621040 North Cass Street Boardman River Traverse City Grand Traverse County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1960 0 W. H. Harvie 1 1 59.7 18.2 59.7 18.2 24 7.32 https://historicbridges.org/michigan/traverse_cass_north/little_dscf4484_small.jpg https://historicbridges.org/michigan/traverse_cass_north/little_dscf4484.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_cass_north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.764760,-85.621040
2486 North Custer Road Railroad Overpass One of three concrete encased deck plate girder overpasses on this stretch of railroad in Monroe and Lenawee Counties. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. 41.970530 -83.583900 Railroad (Canadian National) North Custer Road Rural Monroe County, Michigan Michigan United States Metal (Concrete Encased) Deck Girder Fixed 0 1 0 0 1925 0 Unknown 2 3 47 14.33 61.4 18.71 0 0 https://historicbridges.org/michigan/northcuster/little_p1100559_small.jpg https://historicbridges.org/michigan/northcuster/little_p1100559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northcuster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.970530,-83.583900
2487 North Grand River Avenue Bridge The last remaining arch bridge in Ingham County and one of a shrinking number of multi-span arch bridges statewide, this bridge was rehabilitated, but with disappointing loss of its attractive R4 railings. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.750150 -84.555290 North Grand River Avenue Grand River Lansing Ingham County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1924 2021 Unknown 5 7 72.8 22.19 205 62.48 35.8 10.91 https://historicbridges.org/michigan/northgrandriver/little_p1000104_small.jpg https://historicbridges.org/michigan/northgrandriver/little_p1000104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northgrandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.750150,-84.555290
2489 North Milford Road Bridge A very small stone arch bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.056320 -75.688390 North Milford Road Shamona Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/nmilfordrd/little_nmilfordrd002_small.jpg https://historicbridges.org/pennsylvania/nmilfordrd/little_nmilfordrd002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nmilfordrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.056320,-75.688390
2490 North Shore Drive Bridge Ox Creek Bridge With very long railing panels, this is an early and unusual example of a cast-in-place culvert. The technical description of the main or most noteworthy span of the bridge is a 9 ft (2.74 m) concrete continuous culvert, fixed. The bridge was primarily built by Unknown. 42.121080 -86.454510 North Shore Drive Ox Creek Benton Harbor Berrien County, Michigan Michigan United States Concrete Culvert Fixed 0 Continuous 2 Metal Culvert Fixed 0 1 1939 0 Unknown 1 3 9 2.74 25 7.62 36 10.97 https://historicbridges.org/michigan/northshore/little_5162011_193_small.jpg https://historicbridges.org/michigan/northshore/little_5162011_193.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northshore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.121080,-86.454510
2493 ! Northern Avenue Bridge This beautiful, yet unusual bridge features four truss lines and vertical endposts. The technical description of the main or most noteworthy span of the bridge is a 283 ft (86.26 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 42.354500 -71.049430 Northern Avenue Fort Point Channel Boston Suffolk County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 4 1908 0 Unknown 8 8 283 86.26 0 0 80 24.38 https://historicbridges.org/massachusetts/northern/little_pict6053_small.jpg https://historicbridges.org/massachusetts/northern/little_pict6053.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.354500,-71.049430
2494 Northland Drive Railroad Bridge A traditionally composed example of a plate girder railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.528490 -85.441990 Railroad (White Pine Rail-Trail) Northland Drive (Old US-131) Rural Mecosta County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1931 0 Unknown 1 2 72 21.95 72 21.95 0 0 https://historicbridges.org/michigan/whitepinetrail/little_white_pine_tr_northland_dr_9_small.jpg https://historicbridges.org/michigan/whitepinetrail/little_white_pine_tr_northland_dr_9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitepinetrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.528490,-85.441990
2495 Northern Pacific Bridge Number 9 Bohemian Flats Bridge Long ago, this bridge had a third truss line added in the middle, an unusual and historical alteration. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware and Charles Frederick Loweth. The bridge was primarily designed by Onward Bates. 44.977570 -93.241100 Railroad (Dinkytown Trail Rail-Trail) Mississippi River Minneapolis Hennepin County, Minnesota Minnesota United States Metal Pratt Pin-Connected Deck Truss Fixed 0 2 Metal Deck Girder Fixed 0 5 1885 1923 Edge Moor Bridge Works of Wilmington, Delaware and Charles Frederick Loweth Onward Bates 7 7 245 74.68 952 290.17 24 7.32 https://historicbridges.org/minnesota/10thavenuerr/little_10thavenuerr0846_small.jpg https://historicbridges.org/minnesota/10thavenuerr/little_10thavenuerr0846.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/10thavenuerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.977570,-93.241100
2497 North Park Street Bridge Part of a bittersweet tale, this was once part of one of a giant multi-span truss bridge north of this park. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. 43.013170 -85.671010 Riverside Park Drive Grand River Inlet Grand Rapids Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1903 1991 New Jersey Bridge Company of Manasquan, New Jersey 7 7 116 35.36 116 35.36 19 5.79 https://historicbridges.org/truss/northpark/bkg_snowy57_small.jpg https://historicbridges.org/truss/northpark/snowy181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/northpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.013170,-85.671010
2498 North Road Bridge This is a short, but old and intact example of its particular design. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by E. H. Shuttleworth. The bridge was primarily designed by Michigan State Highway Department. 42.815150 -83.727610 North Road Shiawassee River Fenton Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 E. H. Shuttleworth Michigan State Highway Department 2 3 33.8 10.3 34.8 10.61 30 9.14 https://historicbridges.org/michigan/north/little_pict7562_small.jpg https://historicbridges.org/michigan/north/little_pict7562.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.815150,-83.727610
2499 Perrine Road Bridge Gratiot Avenue Bridge / North Saginaw Road Bridge A large Parker pony truss with great historic significance, which has moved two times! The technical description of the main or most noteworthy span of the bridge is a 108.6 ft (33.1 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Sarnia Bridge Company of Sarnia, Ontario. The bridge was primarily designed by Michigan State Highway Department. 43.672850 -84.277160 Perrine Road Sturgeon Creek Rural Midland County, Michigan Michigan United States Metal Parker Rivet-Connected Pony Truss Fixed 8 1 0 0 1920 2001 Sarnia Bridge Company of Sarnia, Ontario Michigan State Highway Department 6 7 108.6 33.1 112 34.14 27 8.23 https://historicbridges.org/truss/nsaginaw/little_addperrine_1078_small.jpg https://historicbridges.org/truss/nsaginaw/little_addperrine_1072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/nsaginaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.672850,-84.277160
2501 North Street Bridge Located in a historic district, this bridge clearly shows the style of its builder. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 39.814490 -79.031910 North Street Flaugherty Creek Meyersdale Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1890 1975 Groton Bridge Company of Groton, New York 7 7 96 29.26 97 29.57 14.8 4.51 https://historicbridges.org/pennsylvania/northstreetmeyersdale/bkg_swpenn1227_small.jpg https://historicbridges.org/pennsylvania/northstreetmeyersdale/swpenn072786.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/northstreetmeyersdale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.814490,-79.031910
2502 North Union Street Bridge One of several older bridges in Traverse City with attractive and unaltered railings. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. 44.764722 -85.623611 North Union Street Boardman River Traverse City Grand Traverse County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 0 B. H. Sargent of Grand Rapids, Michigan 1 1 50 15.24 100 30.48 46 14.02 https://historicbridges.org/michigan/traverse_union_north/little_dscf4478_small.jpg https://historicbridges.org/michigan/traverse_union_north/little_dscf4478.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_union_north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.764722,-85.623611
2503 Northwestern Railroad Bridge Chicago, Milwaukee, St. Paul, Minneapolis, and Omaha Railroad Bridge This iconic and ancient bridge is nationally significant as one of the only known quintuple intersection Warren truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Lattice (Quintuple Warren) deck truss, fixed. The bridge was primarily built by Leighton Bridge and Iron Works of Rochester, New York. 44.824570 -91.509530 Railroad (Abandoned) Chippewa River Eau Claire Eau Claire County, Wisconsin Wisconsin United States Metal Lattice (Quintuple Warren) Rivet-Connected Deck Truss Fixed 17 4 Metal Deck Girder Fixed 0 2 1880 1898 Leighton Bridge and Iron Works of Rochester, New York 9 10 180 54.86 890 271.27 0 0 https://historicbridges.org/wisconsin/northwestern/little_addeauclairenorthwestern_0256_small.jpg https://historicbridges.org/wisconsin/northwestern/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/northwestern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.824570,-91.509530
2504 Northwood Boulevard Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.508611 -83.163333 Railroad (Canadian National) Northwood Boulevard Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 30 9.14 82 24.99 0 0 https://historicbridges.org/michigan/oakland_northwood/little_pict2210_small.jpg https://historicbridges.org/michigan/oakland_northwood/little_pict2210.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_northwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.508611,-83.163333
2505 Nortonville Bridge One of three historic vertical lift bridges in the area, this one no longer operates for boats. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Vare Construction Company. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 39.784930 -75.406770 US-130 (Crown Point Road) Oldmans Creek Nortonville Gloucester County, New Jersey and Salem County, New Jersey New Jersey United States Metal Through Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1936 1996 Vare Construction Company Ash, Howard, Needles, and Tammen of New York, New York 6 7 85 25.91 228 69.49 40 12.19 https://historicbridges.org/newjersey/nortonville130/little_dscf1720_small.jpg https://historicbridges.org/newjersey/nortonville130/little_dscf1720.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/nortonville130/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.784930,-75.406770
2506 Norway Lake Road Camelback Bridge This bridge is one of the latest surviving examples of a concrete camelback bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Samuel Mills of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.103680 -87.786300 Norway Lake Road (CR-581) Ford River Ralph Dickinson County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1927 0 Samuel Mills of Escanaba, Michigan Michigan State Highway Department 7 7 57.7 17.59 60 18.29 22 6.71 https://historicbridges.org/michigan/norwaylakeroadcr581g67/little_norwaylakeroadcr581g67curvedgirder_1007_small.jpg https://historicbridges.org/michigan/norwaylakeroadcr581g67/little_norwaylakeroadcr581g67curvedgirder_1007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/norwaylakeroadcr581g67/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.103680,-87.786300
2507 Norway Lake Road Girder Bridge A late, but good and unaltered example of a concrete girder bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) concrete through girder, fixed. The bridge was primarily built by Moore and Moore. The bridge was primarily designed by Michigan State Highway Department. 46.027540 -87.834490 Norway Lake Road (CR-581) East Branch Sturgeon River Rural Dickinson County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1927 0 Moore and Moore Michigan State Highway Department 5 6 32 9.75 35 10.67 22 6.71 https://historicbridges.org/michigan/norwaylakeroadcr581g67s/little_norwaylakeroadcr581g67straightgirder_0958_small.jpg https://historicbridges.org/michigan/norwaylakeroadcr581g67s/little_norwaylakeroadcr581g67straightgirder_0958.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/norwaylakeroadcr581g67s/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.027540,-87.834490
2509 Norwich Street Bridge Wellington Foundry Bridge / Inglis-Hunter Bridge This is among the oldest documented metal truss bridges in Ontario, and has some unusual details. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.550270 -80.252620 Norwich Street East Speed River Guelph Wellington County, Ontario Ontario Canada Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1882 0 Hamilton Bridge Company of Hamilton, Ontario 8 8 0 0 60 18.29 0 0 https://historicbridges.org/ontario/norwichstreet/little_norwichstreet0107_small.jpg https://historicbridges.org/ontario/norwichstreet/little_norwichstreet0107.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/norwichstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.550270,-80.252620
2510 New Troy Bridge Mill Road Bridge This historic bridge was bypassed by a modern bridge and was saved from demolition by the community of New Troy who beautifully restored it and made a park around it! The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by W. Marshall and Sons of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. 41.874330 -86.554910 Mill Road (Avery Road) Galien River New Troy Berrien County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1923 0 W. Marshall and Sons of Grand Rapids, Michigan Michigan State Highway Department 7 7 57 17.37 60 18.29 20 6.1 https://historicbridges.org/concrete/newtroy/bkg_mich19_small.jpg https://historicbridges.org/concrete/newtroy/mich038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/newtroy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.874330,-86.554910
2511 Nubia Bridge Elm Street Extension Bridge This primitive-looking bridge was a special patent that creative engineers designed using railroad rails. The technical description of the main or most noteworthy span of the bridge is a 45.5 ft (13.87 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.590400 -76.368970 Park Walkway Park Grounds Groton Tompkins County, New York New York United States Metal Bowstring Pony Truss Fixed 6 1 0 0 1877 0 Groton Bridge Company of Groton, New York 9 9 45.5 13.87 45.5 13.87 12 3.66 https://historicbridges.org/newyork/nubia/bkg_newyork641_small.jpg https://historicbridges.org/newyork/nubia/newyork1897.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/nubia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.590400,-76.368970
2512 Nutt Road Railroad Overpass A traditional plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.131380 -75.533160 Railroad (Pennsylvania Railroad) Nutt Road (PA-113 and PA-23) Phoenixville Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvilleprrrt11323/little_phoenixvilleprrrt11323004_small.jpg https://historicbridges.org/pennsylvania/phoenixvilleprrrt11323/little_phoenixvilleprrrt11323004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleprrrt11323/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.131380,-75.533160
2513 NY-8 Sacandaga River Bridge This is a deck plate girder with different span lengths that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.445180 -74.251510 NY-8 Sacandaga River Rural Hamilton County, New York New York United States Metal Deck Girder Fixed 0 4 0 0 1934 1985 Unknown 3 3 90 27.43 286 87.17 33.8 10.3 https://historicbridges.org/newyork/ny8sacandaga/little_deckgirder1_small.jpg https://historicbridges.org/newyork/ny8sacandaga/little_deckgirder1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny8sacandaga/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.445180,-74.251510
2515 NY-96 Railroad Overpass This overpass has some subtle aesthetic details and was built by a noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal stringer (multi-beam), fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 42.945310 -76.973660 Railroad (Norfolk Southern) NY-96 Rural Ontario County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 2 3 46 14.02 51.8 15.79 0 0 https://historicbridges.org/newyork/ny96corning/little_corningsec2_small.jpg https://historicbridges.org/newyork/ny96corning/little_corningsec2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny96corning/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.945310,-76.973660
2516 NY-366 Bridge A traditional standard plan pony truss in good condition. The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.495410 -76.371400 NY-366 Fall Creek Rural Tompkins County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1932 1995 Unknown New York State Department of Public Works 5 4 119.8 36.52 123.7 37.7 24 7.32 https://historicbridges.org/newyork/ny366/bkg_newyork668_small.jpg https://historicbridges.org/newyork/ny366/newyork2000.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny366/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.495410,-76.371400
2517 Victory Highway Bridge NY-415 Bridge This truss bridge carries a significant trunkline route. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. 42.175700 -77.121310 NY-415 (Victory Highway) Meads Creek Near Painted Post Steuben County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1929 0 American Bridge Company of New York, New York New York State Department of Public Works 5 5 175 53.34 182.8 55.72 30 9.14 https://historicbridges.org/newyork/ny415/bkg_newyork186_small.jpg https://historicbridges.org/newyork/ny415/newyork0535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny415/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.175700,-77.121310
2518 NY-79 Bridge A multi-span example of New York's standard plan truss bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.243780 -75.837020 NY-79 Chenango River Rural Broome County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 2 0 0 1936 1978 Unknown New York State Department of Public Works 5 5 195 59.44 398 121.31 22.3 6.8 https://historicbridges.org/newyork/ny79/bkg_newyork559_small.jpg https://historicbridges.org/newyork/ny79/newyork1624.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny79/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.243780,-75.837020
2520 Oak Forest Road Bridge Although they are crumbling, this bridge is noted for retaining its original ornate balustrade railing. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. B. and B. F. Lippincott. The bridge was primarily designed by T. B. Dinsmore. 39.882330 -80.227310 Oak Forest Road (PA-3013) 10 Mile Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 0 E. B. and B. F. Lippincott T. B. Dinsmore 6 6 120 36.58 125 38.1 20 6.1 https://historicbridges.org/pennsylvania/oakforestroad/little_oakforestroad1065_small.jpg https://historicbridges.org/pennsylvania/oakforestroad/little_oakforestroad1065.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oakforestroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.882330,-80.227310
2521 ! Oak Ridge Road Bridge One of several riveted Queenpost truss bridges in the county, this bridge was not maintained and it deteriorated severely. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed to all traffic. 40.198460 -80.407450 Oak Ridge Road (PA-4061) Brush Run Rural Washington County, Pennsylvania Pennsylvania United States This bridge is closed to all traffic. Metal Queenpost Rivet-Connected Pony Truss Fixed 3 1 0 0 1913 0 Unknown 5 4 39 11.89 40 12.19 15 4.57 https://historicbridges.org/pennsylvania/oakridge/little_dscf3851_small.jpg https://historicbridges.org/pennsylvania/oakridge/little_dscf3851.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oakridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198460,-80.407450
2522 Oak Street Bridge Island Park Bridge Beautifully preserved, this bridge has excellent integrity and displays the innovative, distinctive details of its builder. The technical description of the main or most noteworthy span of the bridge is a 69.6 ft (21.21 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 43.605440 -84.780140 Oak Street Chippewa River Mt. Pleasant Isabella County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1890 2010 Wrought Iron Bridge Company of Canton, Ohio 7 9 69.6 21.21 70.5 21.49 10.5 3.2 https://historicbridges.org/michigan/mtpleasant/little_p1360822_small.jpg https://historicbridges.org/michigan/mtpleasant/little_p1360822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mtpleasant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.605440,-84.780140
2523 Oaks Railroad Bridge A traditional deck plate girder on a combination of stone and concrete piers. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.124620 -75.461490 Railroad (Reading Railroad) Schuylkill River Oaks Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 6 0 0 0 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/oaksoverschuylkill/little_oaksprroverschuylkill022_small.jpg https://historicbridges.org/pennsylvania/oaksoverschuylkill/little_oaksprroverschuylkill020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oaksoverschuylkill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.124620,-75.461490
2525 Oakland Avenue Bridge A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 31.5 ft (9.6 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.950340 -93.266480 Oakland Avenue Railroad (Midtown Greenway Rail-Trail) Minneapolis Hennepin County, Minnesota Minnesota United States Concrete T-Beam Fixed 0 3 0 0 1915 0 Unknown 4 6 31.5 9.6 94.5 28.8 31.5 9.6 https://historicbridges.org/minnesota/midtowngreenwayoaklandave/little_midtowngreenwayoaklandave2869_small.jpg https://historicbridges.org/minnesota/midtowngreenwayoaklandave/little_midtowngreenwayoaklandave2869.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwayoaklandave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950340,-93.266480
2526 Oakway Trail Bridge This attractive bridge has arched railings that compliment the bridge arch. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete slab, fixed. The bridge was primarily built by Unknown. 42.345833 -82.972222 Oakway Trail Canoe Stream Detroit Wayne County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1913 0 Unknown 3 5 28 8.53 28 8.53 30 9.14 https://historicbridges.org/michigan/oakway/little_dscf7668_small.jpg https://historicbridges.org/michigan/oakway/little_dscf7668.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.345833,-82.972222
2527 Oakwood Avenue Bridge A rare, ancient Whipple truss is maintained for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.991840 -84.159890 Oakwood Avenue Shiawassee River Owosso Shiawassee County, Michigan Michigan United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 0 2009 Wrought Iron Bridge Company of Canton, Ohio 8 8 133 40.54 133.5 40.69 19.5 5.94 https://historicbridges.org/truss/oakwood/little_p1000277_small.jpg https://historicbridges.org/truss/oakwood/little_p1000277.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/oakwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991840,-84.159890
2528 Oakwood Boulevard Bridge This bridge is the last of what was once a series of similar bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal (concrete encased) continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.824710 -87.602110 Oakwood Boulevard Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 Continuous 4 0 0 1921 0 Unknown 4 7 69 21.03 261.2 79.61 50 15.24 https://historicbridges.org/illinois/oakwood/little_dscf3654_small.jpg https://historicbridges.org/illinois/oakwood/little_dscf3654.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oakwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.824710,-87.602110
2529 Oakwoods Metropark Railroad Bridge Michigan has very few concrete arch railroad bridges, making this a very rare bridge in the state. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.112070 -83.339750 Railroad (Penn Central) Huron River Rural Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 8 0 0 0 0 0 0 https://historicbridges.org/michigan/oakwoodsmetroparkrr/little_p1370549_small.jpg https://historicbridges.org/michigan/oakwoodsmetroparkrr/little_p1370549.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakwoodsmetroparkrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.112070,-83.339750
2530 Oceana Drive Bridge Old US-31 Bridge This bridge is noteworthy in Michigan for its span length and importance as a crossing for the local area. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by Gene Fewell. The bridge was primarily designed by Michigan State Highway Department. 43.707550 -86.355950 Oceana (Old US-31) Pentwater River Hart Oceana County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 3 0 0 1954 2008 Gene Fewell Michigan State Highway Department 4 7 102 31.09 270 82.3 56 17.07 https://historicbridges.org/michigan/old31/little_us31pentwaterr43_small.jpg https://historicbridges.org/michigan/old31/little_us31pentwaterr43.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old31/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.707550,-86.355950
2531 Ocqueoc Falls Highway Bridge A rare remaining early example of a state highway department concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by John Decker of Rogers City, Michigan. The bridge was primarily designed by Michigan State Highway Department. 45.395278 -84.057770 Ocqueoc Falls Highway Ocqueoc River Rural Presque Isle County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 John Decker of Rogers City, Michigan Michigan State Highway Department 6 7 50 15.24 56.8 17.31 20 6.1 https://historicbridges.org/michigan/ocqueocfalls/little_dscf4855_small.jpg https://historicbridges.org/michigan/ocqueocfalls/little_dscf4855.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ocqueocfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.395278,-84.057770
2533 Ogden Avenue Bridge This was designed as a beautiful and unique railroad overpass but was defaced and ruined by painting advertisements on it. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.863840 -87.688670 Railroad (Baltimore and Ohio) Ogden Avenue (US-34) Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 6 0 0 0 0 Unknown 3 5 36 10.97 170 51.82 0 0 https://historicbridges.org/illinois/ogden/little_p1250060_small.jpg https://historicbridges.org/illinois/ogden/little_p1250060.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ogden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.863840,-87.688670
2534 Ogden Pegram Truss Railroad Bridge One of the most important bridges in the state of Utah is this well-preserved extremely rare Pegram patent truss bridge. The technical description of the main or most noteworthy span of the bridge is a 157 ft (47.85 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. 41.223190 -111.988340 Railroad (Union Pacific) Weber River Ogden Weber County, Utah Utah United States Metal Pegram Pin-Connected Through Truss Fixed 6 1 0 0 1897 0 Edge Moor Bridge Works of Wilmington, Delaware 9 10 157 47.85 157 47.85 0 0 https://historicbridges.org/utah/pegram/little_img_4449_small.jpg https://historicbridges.org/utah/pegram/little_img_4449.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=utah/pegram/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.223190,-111.988340
2535 Ohio River Boulevard Eckert Street Bridge This is a very large and impressive concrete arch structure, one of several such structures in Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.471770 -80.037740 Ohio River Boulevard (PA-65) Eckert Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 16 1930 1994 Booth and Flinn Company of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 7 4 270 82.3 510 155.45 49 14.94 https://historicbridges.org/pennsylvania/ohio/bkg_swpenn1024_small.jpg https://historicbridges.org/pennsylvania/ohio/swpenn072140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471770,-80.037740
2537 Ohio River Boulevard Spruce Run Bridge One of several large and impressive concrete arch bridges on the Ohio River Boulevard. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.502710 -80.078430 Ohio River Boulevard (PA-65) Spruce Run and Spruce Road Ben Avon Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Slab Fixed 0 12 1930 2004 Booth and Flinn Company of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 6 5 150 45.72 630 192.02 48 14.63 https://historicbridges.org/pennsylvania/ohiospruce/little_dscf4275_small.jpg https://historicbridges.org/pennsylvania/ohiospruce/little_dscf4275.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohiospruce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.502710,-80.078430
2538 Ohio River Boulevard Verner Avenue Bridge This historic bridge has been decimated by unsightly and severe alteration. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.479930 -80.044210 Ohio River Boulevard (PA-65) Verner Avenue Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 12 1930 1989 Booth and Flinn Company of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 5 2 210 64.01 390 118.87 47.9 14.6 https://historicbridges.org/pennsylvania/ohioverner/little_day3ohioriverboulevardverneravenuebridge8127_small.jpg https://historicbridges.org/pennsylvania/ohioverner/little_day3ohioriverboulevardverneravenuebridge8127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohioverner/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.479930,-80.044210
2539 Ohio Street Bridge An attractive and impressive deck truss bascule span carries an expressway ramp. The technical description of the main or most noteworthy span of the bridge is a 219.2 ft (66.81 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Chicago. 41.892510 -87.641910 Ohio Street (I-90 / I-94 Ramp) North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1961 1992 Unknown City of Chicago 6 5 219.2 66.81 367 111.86 76 23.16 https://historicbridges.org/truss/ohio/little_pict5007_small.jpg https://historicbridges.org/truss/ohio/little_pict5007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.892510,-87.641910
2540 ! Ohio Street Bridge Featuring a wide, three truss design, unusual girder-supported sidewalks, and attractive railings, this bridge is in need of attention. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.451630 -80.010660 Ohio Street Railroad (Norfolk Southern) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1903 1958 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 7 6 67 20.42 69 21.03 45 13.72 https://historicbridges.org/pennsylvania/ohiostreet/little_p1220913_4_5_fused_small.jpg https://historicbridges.org/pennsylvania/ohiostreet/little_p1220913_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohiostreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451630,-80.010660
2541 ! Ohl Street Bridge This ornate two-span bridge is also noted for its width and location in a potential historic district. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 41.400020 -80.390780 Ohl Street Shenango River Greenville Mercer County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1909 0 Canton Bridge Company of Canton, Ohio 7 8 126 38.4 256 78.03 29 8.84 https://historicbridges.org/pennsylvania/ohl/bkg_mercer59_small.jpg https://historicbridges.org/pennsylvania/ohl/mercer147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.400020,-80.390780
2544 Cambridge Avenue Bridge Although among the smaller Flint arch bridges, and with deteriorating railings, this bridge is in a more scenic setting. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.997250 -83.708390 Cambridge Avenue (Park Road) Swartz Creek Flint Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1924 0 Unknown 4 7 59.7 18.2 59.7 18.2 24.3 7.41 https://historicbridges.org/concrete/cambridge/1bkg_hbme_360_small.jpg https://historicbridges.org/concrete/cambridge/1hbme_839.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/cambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.997250,-83.708390
2545 Bairdstown Bridge Old Blairsville Bridge This bridge features a Baltimore truss configuration unlike other period bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Freeland McHale and PA. The bridge was primarily designed by Pennsylvania State Highway Department. 40.430830 -79.270000 Market Street (PA-2002) Conemaugh River Blairsville Indiana County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 20 1 Metal Through Girder Fixed 0 1 1935 1993 Freeland McHale and PA Pennsylvania State Highway Department 6 7 290 88.39 358 109.12 30.8 9.39 https://historicbridges.org/pennsylvania/blairsville/bkg_swpenn0738_small.jpg https://historicbridges.org/pennsylvania/blairsville/swpenn071284.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/blairsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430830,-79.270000
2546 Old Black Creek Bridge Located on very old abandoned alignment, this bridge appears to be one of the oldest concrete girder bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: This bridge is on abandoned alignment in a park setting. Grand Haven Road just south of Seaway Drive (BL-31) is where the park entrance is located. Bridge is visible to the north from the parking lot. 43.183330 -86.224380 Park Trail (Old Highway Alignment) Black Creek Norton Shores Muskegon County, Michigan Michigan United States This bridge is on abandoned alignment in a park setting. Grand Haven Road just south of Seaway Drive (BL-31) is where the park entrance is located. Bridge is visible to the north from the parking lot. Concrete Through Girder Fixed 0 2 0 0 0 0 Unknown Michigan State Highway Department 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/blackcreek/little_old_bridge_black_cr_15_small.jpg https://historicbridges.org/michigan/blackcreek/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/blackcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.183330,-86.224380
2548 ! Old Bridge Road Bridge Iowa Bridge Number 220430 This bridge was built by a long-lived and noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 41.923070 -91.730520 Old Bridge Road Prairie Creek Near Cedar Rapids Linn County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1906 1989 Indiana Bridge Company of Muncie, Indiana 7 6 100 30.48 102 31.09 14.4 4.39 https://historicbridges.org/iowa/oldbridge/little_dscf6018_small.jpg https://historicbridges.org/iowa/oldbridge/little_dscf6018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/oldbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.923070,-91.730520
2549 Old Clifton Mills Road Bridge This bridge displays the earlier Pratt truss design built by the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.672880 -79.625590 Old Clifton Mills Road (CR 8-4) Big Sandy Creek Rural Preston County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1884 0 Wrought Iron Bridge Company of Canton, Ohio 7 8 102 31.09 103 31.39 10.2 3.11 https://historicbridges.org/wvirginia/oldcliftonmills/little_p1200858_small.jpg https://historicbridges.org/wvirginia/oldcliftonmills/little_p1200858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldcliftonmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.672880,-79.625590
2550 Old Clinton Road Bridge A relatively early highway truss with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.579520 -74.880530 Old Clinton Road South Branch Raritan River Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 2 0 0 1901 1991 Canton Bridge Company of Canton, Ohio 6 6 62 18.9 128 39.01 15 4.57 https://historicbridges.org/newjersey/oldclinton/little_pict5170_small.jpg https://historicbridges.org/newjersey/oldclinton/little_img_1583.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/oldclinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.579520,-74.880530
2552 Old Dansville Mt. Morris Road Bridge Cumminsville Bridge This abandoned bridge is an early and unaltered example of a concrete arch bridge in New York State. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.571710 -77.725850 Dansville Mt. Morris Road (Abandoned Alignment) Canaseraga Creek Dansville Livingston County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1914 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/cumminsville/main_small.jpg https://historicbridges.org/newyork/cumminsville/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cumminsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.571710,-77.725850
2553 Old Darlington Bridge This traditional pony truss is abandoned and overgrown. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.804510 -80.419040 Plum Street (Abandoned Section) North Fork Little Beaver Creek Darlington Beaver County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/plum/main_small.jpg https://historicbridges.org/pennsylvania/plum/swpenn073434.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/plum/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.804510,-80.419040
2554 Old Delaware Turnpike Bridge Abandoned on old alignment, this is a very old and unaltered concrete arch bridge and it retains a brick deck.. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.634260 -73.798960 Old Delaware Avenue Normans Kill Albany Albany County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1905 0 Unknown 7 7 71 21.64 161 49.07 18.4 5.61 https://historicbridges.org/newyork/olddelaware/little_p1070953_small.jpg https://historicbridges.org/newyork/olddelaware/little_p1070953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/olddelaware/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.634260,-73.798960
2555 Old Derry Road Bridge This pony truss is noted for its extremely long span length. The technical description of the main or most noteworthy span of the bridge is a 131.2 ft (39.99 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.622170 -79.733210 Old Derry Road Credit River Mississauga Peel Region, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1930 2005 Unknown 6 6 131.2 39.99 135.8 41.39 23 7.01 https://historicbridges.org/ontario/oldderryroad/little_p1590799_small.jpg https://historicbridges.org/ontario/oldderryroad/little_p1590799.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldderryroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622170,-79.733210
2556 Old Detroit-Superior Bridge Approach Spans These impressive set of arch spans once led up to a swing span over the river. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.494580 -81.704430 Detroit and Superior Avenues (Old Alignment) Various Streets Cleveland Cuyahoga County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 0 0 0 1878 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ohio/olddetroitsuperior/bkg_cleveland291_small.jpg https://historicbridges.org/ohio/olddetroitsuperior/cleveland0779.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/olddetroitsuperior/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.494580,-81.704430
2557 Old Duncans Bridge This two span through truss a short distance off of the main road has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.471080 -123.046250 Old Duncans Grade Road Austin Creek Rural Sonoma County, California California United States Metal Pratt Rivet-Connected Through Truss Fixed 6 2 0 0 1924 0 Unknown 6 6 117 35.66 265 80.77 16.7 5.09 https://historicbridges.org/california/oldduncansbridge/little_day5_oldduncansbridge06620_small.jpg https://historicbridges.org/california/oldduncansbridge/little_day5_oldduncansbridge06620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/oldduncansbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.471080,-123.046250
2560 Old Gravel Pike Bridge This attractive stone arch sits closed and deteriorated on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a 35.1 ft (10.7 m) stone Segmental arch, fixed. The bridge was primarily built by B. A. Sheeler. The bridge was primarily designed by James Cresson. 40.272570 -75.474150 Old Gravel Pike Swamp Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Stone Segmental Arch Fixed 0 3 0 0 1915 0 B. A. Sheeler James Cresson 6 4 35.1 10.7 101 30.78 19.7 6 https://historicbridges.org/pennsylvania/oldgravelpike/little_dscf0118_small.jpg https://historicbridges.org/pennsylvania/oldgravelpike/little_dscf0118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldgravelpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.272570,-75.474150
2561 Old IN-37 Bridge Morgan County Bridge 224 This is an uncommon multi-span pony truss, and an early state standard plan. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 39.393080 -86.456500 Old IN-37 Indian Creek Rural Morgan County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 7 3 0 0 1926 0 Vincennes Bridge Company of Vincennes, Indiana 6 7 77 23.47 236.6 72.12 19 5.79 https://historicbridges.org/indiana/oldin37/little_oldin375168_small.jpg https://historicbridges.org/indiana/oldin37/little_oldin375168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldin37/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.393080,-86.456500
2562 Old IN-46 Arch Bridge Brown County Bridge 66 This is a small, traditional, and unaltered concrete arch bridge that was widened long ago. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.205110 -86.240730 Old IN-46 Greasy Creek Nashville Brown County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 1928 Unknown 5 6 39 11.89 47 14.33 25 7.62 https://historicbridges.org/indiana/old46arch/little_old46arch4779_small.jpg https://historicbridges.org/indiana/old46arch/little_old46arch4779.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/old46arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.205110,-86.240730
2563 Old IN-47 Truss Bridge This is an abandoned state standard pony truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.192170 -86.196030 Abandoned IN-46 Alignment North Fork Salt Creek Rural Brown County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/indiana/old46bridge/little_old46bridge4774_small.jpg https://historicbridges.org/indiana/old46bridge/little_old46bridge4774.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/old46bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.192170,-86.196030
2564 Old IN-67 Bridge Morgan County Bridge 146, Burnett's Creek Bridge An example of this prolific builder's later through truss design, distinguished by an a-frame portal bracing. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.423980 -86.475200 Old IN-67 Lambs Creek Rural Morgan County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1893 2004 Wrought Iron Bridge Company of Canton, Ohio 7 7 85 25.91 86 26.21 15.7 4.79 https://historicbridges.org/indiana/oldin67/little_oldin675199_small.jpg https://historicbridges.org/indiana/oldin67/little_oldin675199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldin67/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.423980,-86.475200
2565 Old IN-120 Bridge This beautiful bridge appears to be the last historic bridge of any kind in Lagrange County. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.718150 -85.476940 Old IN-120 Pigeon River Rural Lagrange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 9 0 0 0 0 0 0 https://historicbridges.org/indiana/in120/bkg_07photos052_small.jpg https://historicbridges.org/indiana/in120/07photos119.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in120/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.718150,-85.476940
2568 Old Lake Street Bridge This small plate girder sits on steel caissons and appears to be a former highway bridge The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.518590 -87.384250 Multi-Use Trail (Old Lake Street) Carp River Marquette Marquette County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/carpgirder/little_img_0120_small.jpg https://historicbridges.org/michigan/carpgirder/little_img_0120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.518590,-87.384250
2569 Old M-26 West Branch Firesteel River Bridge This is an unusual arch bridge that sits buried in the woods on a long-abandoned alignment of M-26. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.790420 -89.026230 Old M-26 West Branch Firesteel River Rural Ontonagon County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1922 0 Unknown Michigan State Highway Department 6 6 0 0 35 10.67 0 0 https://historicbridges.org/michigan/oldm26westbranchfiresteelriver/little_oldm26westbranchfiresteelriver_3606_small.jpg https://historicbridges.org/michigan/oldm26westbranchfiresteelriver/little_oldm26westbranchfiresteelriver_3606.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldm26westbranchfiresteelriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.790420,-89.026230
2570 ! Old M-28 Hickey Creek Bridge This example of a straight chord through girder has excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete through girder, fixed. The bridge was primarily built by G. E. Warden Company of Eau Claire, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. 46.570920 -88.407730 Old M-28 Hickey Creek Rural Baraga County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1924 0 G. E. Warden Company of Eau Claire, Wisconsin Michigan State Highway Department 3 6 34 10.36 36 10.97 24 7.32 https://historicbridges.org/michigan/old28hickey/little_old28straightgirder_5053_small.jpg https://historicbridges.org/michigan/old28hickey/little_old28straightgirder_5053.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old28hickey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.570920,-88.407730
2571 Old M-28 Rock River Bridge This excellent, unaltered concrete camelback bridge is hidden away on former trunk line alignment, today a quiet local dirt road. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by G. E. Warden Company of Eau Claire, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. 46.552010 -88.475220 Old M-28 Rock River Rural Baraga County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1924 0 G. E. Warden Company of Eau Claire, Wisconsin Michigan State Highway Department 7 7 57.7 17.59 61 18.59 22 6.71 https://historicbridges.org/michigan/old28curvedgirder/little_old28curvedgirder_5131_small.jpg https://historicbridges.org/michigan/old28curvedgirder/little_old28curvedgirder_5131.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old28curvedgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.552010,-88.475220
2572 Old M-35 Bridge This tiny arch bridge has the names of its builders inscribed in a difficult-to-read script. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.291420 -87.443630 Old M-35 Rochereau Creek Rural Menominee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1911 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/michigan/oldm35/little_oldm35_0924_small.jpg https://historicbridges.org/michigan/oldm35/little_oldm35_0924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldm35/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.291420,-87.443630
2573 Old M-95 Bridge This bridge is one of a disturbingly small number of surviving unaltered concrete arch bridges remaining in Michigan. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is reported by MDOT to be on private property. 46.246540 -88.012680 Old M-95 Michigamme River Rural Marquette County, Michigan and Dickinson County, Michigan Michigan United States This bridge is reported by MDOT to be on private property. Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1910 0 Unknown 5 7 60 18.29 120 36.58 0 0 https://historicbridges.org/michigan/oldm95michigammeriver/little_oldm95michigammeriver_4987_small.jpg https://historicbridges.org/michigan/oldm95michigammeriver/little_oldm95michigammeriver_4987.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldm95michigammeriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.246540,-88.012680
2574 Old Mill Bridge This beautiful stone faced concrete arch bridge was designed by a noted area engineer. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Arnot Construction Company of Toronto, Ontario. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 43.651420 -79.491320 Old Mill Road (Catherine Street) Humber River Toronto Toronto City, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1916 0 Arnot Construction Company of Toronto, Ontario Frank Barber of Toronto, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/oldmill/little_oldmillbridge0625_small.jpg https://historicbridges.org/ontario/oldmill/little_oldmillbridge0625.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.651420,-79.491320
2575 Old Mill Road Bridge An extremely old example of an important, regionally prolific bridge company. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. 39.601920 -77.338480 Old Mill Road Owens Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1882 2009 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania 8 8 69 21.03 69 21.03 13 3.96 https://historicbridges.org/maryland/oldmill/little_pict3880_small.jpg https://historicbridges.org/maryland/oldmill/little_img_1342.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.601920,-77.338480
2577 Old Mill Road Bridge This bridge has excellent integrity and is an early example of standardization in truss composition. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.103950 -76.898050 Old Mill Road (TR-421) White Deer Hole Creek Rural Union County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1889 1994 Unknown 7 7 86 26.21 90 27.43 15.4 4.69 https://historicbridges.org/pennsylvania/mill_union/little_dscf8042_small.jpg https://historicbridges.org/pennsylvania/mill_union/little_dscf8042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mill_union/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.103950,-76.898050
2578 Old Oberlin Elyria Road Bridge This is an extremely rare surviving example of a rainbow arch in Ohio and has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ohio State Highway Department. 41.337010 -82.121050 Oberlin Elyria Road (Old Alignment) West Branch Black River Elyria Lorain County, Ohio Ohio United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1923 1968 Unknown Ohio State Highway Department 7 8 120 36.58 125 38.1 24 7.32 https://historicbridges.org/ohio/oldoberlin/little_p1200398_399_400_fused_small.jpg https://historicbridges.org/ohio/oldoberlin/little_p1200398_399_400_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldoberlin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.337010,-82.121050
2579 Old Ojibway Island Drive Bridge One of the best examples of a rigid-frame bridge in the state, this bridge was preserved for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.415140 -83.959870 Ojibway Island Drive (Old Alignment) Lake Linton Channel Saginaw Saginaw County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1936 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/ojibwayisland/little_dscf8352_small.jpg https://historicbridges.org/michigan/ojibwayisland/little_dscf8352.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ojibwayisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.415140,-83.959870
2580 Old PA-21 T-Beam Bridge A good representative example of a relatively early t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 39.860480 -79.948800 Old PA-21 (PA-1016) Little Whiteley Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1920 0 Unknown 3 3 43 13.11 45 13.72 23.6 7.19 https://historicbridges.org/pennsylvania/old21/bkg_swpenn0967_small.jpg https://historicbridges.org/pennsylvania/old21/swpenn071985.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old21/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.860480,-79.948800
2581 Old PA-21 Arch Bridge A small, attractive arch bridge with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.859610 -79.946200 Old PA-21 (PA-1016) Little Whiteley Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 1992 Unknown 4 4 60 18.29 70 21.34 20.3 6.19 https://historicbridges.org/pennsylvania/old21arch/bkg_swpenn0965_small.jpg https://historicbridges.org/pennsylvania/old21arch/swpenn071983.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old21arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.859610,-79.946200
2582 Old State Road Bridge This rare continuous pin-connected pony truss sits in an exctremely beautiful setting with its pier built into natural rock next to a waterfall. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal continuous pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 44.523560 -73.459870 Old State Road Ausable River Ausable Chasm Clinton County, New York and Essex County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 Continuous 2 0 0 0 1975 Groton Bridge Company of Groton, New York 9 8 69 21.03 136 41.45 15 4.57 https://historicbridges.org/newyork/oldstate/little_p1070353_small.jpg https://historicbridges.org/newyork/oldstate/little_p1070353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oldstate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.523560,-73.459870
2583 Hope Bridge Rip Rap Road Bridge Although it is a bridge to nowhere these days, the largest truss span in the county received a well-deserved restoration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 39.840240 -84.168260 Rip Rap Road (Great Miami Recreational Trail) Great Miami River Dayton Montgomery County, Ohio Ohio United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 0 0 1924 0 Unknown 7 7 300 91.44 306 93.27 18 5.49 https://historicbridges.org/ohio/oldriprap/little_pict0572_small.jpg https://historicbridges.org/ohio/oldriprap/little_pict0572.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldriprap/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.840240,-84.168260
2584 Old Sandbank Road Bridge Spencer Road Bridge Within view of beautiful Buttermilk Falls, this is a small but complete and very old truss bridge. The technical description of the main or most noteworthy span of the bridge is a 39.7 ft (12.1 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.416760 -76.521920 Sandbank Road (Old Alignment) / Spencer Road Buttermilk Creek Near Ithaca Tompkins County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1881 0 King Bridge Company of Cleveland, Ohio 6 6 39.7 12.1 42 12.8 11.2 3.41 https://historicbridges.org/newyork/oldsandbank/bkg_newyork711_small.jpg https://historicbridges.org/newyork/oldsandbank/newyork2107.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oldsandbank/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.416760,-76.521920
2585 Old Schuylkill Road Bridge This small stone arch structure is the oldest bridge in Chester County. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by James Brooke. 40.199220 -75.582400 Old Schuylkill Road Pigeon Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1804 0 James Brooke 9 9 0 0 53.2 16.22 20.3 6.19 https://historicbridges.org/pennsylvania/chester207pigeoncreek/little_bridge2078_small.jpg https://historicbridges.org/pennsylvania/chester207pigeoncreek/little_bridge2078.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester207pigeoncreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.199220,-75.582400
2586 Old Skeena Bridge This bridge is an impressive example of its kind and is a very long one-lane bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 54.516210 -128.562190 Lakelse Avenue (BC-37) Skeena River Terrace Kitimat-Stikine District, British Columbia British Columbia Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 0 1 0 0 1925 1953 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/oldskeena/little_4939880761_1cfdb58979oldskeenabridge_o_small.jpg https://historicbridges.org/britishcolumbia/oldskeena/little_4939880761_1cfdb58979oldskeenabridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/oldskeena/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.516210,-128.562190
2587 Old Skeena Railway Bridge This multi-span truss bridge is noteworthy for its curved design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Vancouver, British Columbia. 54.516220 -128.562180 Railroad (Canadian National) Skeena River Terrace Kitimat-Stikine District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 0 5 1954 0 Dominion Bridge Company of Vancouver, British Columbia 4 5 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/oldskeenarr/little_4940084871_bbf4e25c1ecnrailwaybridge_o_small.jpg https://historicbridges.org/britishcolumbia/oldskeenarr/little_4940084871_bbf4e25c1ecnrailwaybridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/oldskeenarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.516220,-128.562180
2589 Old Stone Railway Bridge This metal truss bridge is named after its stone approach spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 51.435850 -116.385360 Abandoned Alignment Sherbrooke Creek Rural Columbia-Shuswap District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Deck Truss Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/oldstonerailway/little_4950476450_743d2f0c56oldstonerailwaybridge_o_small.jpg https://historicbridges.org/britishcolumbia/oldstonerailway/little_4950476450_743d2f0c56oldstonerailwaybridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/oldstonerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.435850,-116.385360
2590 Old Telegraph Road Bridge This abandoned bridge likely has an interesting history and is an extremely rare multi-span concrete through girder. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: This bridge is on abandoned alignment immediately west of the existing Telegraph Road (US-24) 41.982140 -83.371880 Abandoned Alignment of US-24 (Telegraph Road) Stony Creek Rural Monroe County, Michigan Michigan United States This bridge is on abandoned alignment immediately west of the existing Telegraph Road (US-24) Concrete Through Girder Fixed 0 2 0 0 0 0 Unknown Michigan State Highway Department 5 7 0 0 0 0 0 0 https://historicbridges.org/michigan/telegraph/little_dscf4308_small.jpg https://historicbridges.org/michigan/telegraph/little_dscf4308.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/telegraph/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.982140,-83.371880
2591 Old TR-428 Bridge This bridge is severely overgrown and is hard to photograph. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.932560 -79.146220 TR-428 (Abandoned Road) Coxes Creek Rural Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/oldtr428/bkg_swpenn0463_small.jpg https://historicbridges.org/pennsylvania/oldtr428/swpenn070481.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldtr428/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.932560,-79.146220
2592 Old US-2 Bridge This is skewed example of a concrete camelback bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.478330 -89.964490 Private Drive (Old US-2) Little Black River Rural Gogebic County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 7 7 60 18.29 60 18.29 22 6.71 https://historicbridges.org/michigan/oldus2/bkg_IMG_0815-179_small.jpg https://historicbridges.org/michigan/oldus2/IMG_0815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.478330,-89.964490
2593 Old US-2 Cisco Branch Ontonagon River Bridge Although it suffers from deteriorating railings, this bridge is an early and unaltered example of its type. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.297290 -89.416880 Old US-2 Cisco Branch Ontonagon River Rural Gogebic County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1927 0 Unknown Michigan State Highway Department 2 3 57.7 17.59 60 18.29 30 9.14 https://historicbridges.org/michigan/oldus2ciscobranchontonagon/little_oldus2ciscobranchontonagon_3573_small.jpg https://historicbridges.org/michigan/oldus2ciscobranchontonagon/little_oldus2ciscobranchontonagon_3573.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2ciscobranchontonagon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.297290,-89.416880
2594 Old US-2 Little Fishdam River Bridge This is one of the smallest through girder bridges known to remain in Michigan. The technical description of the main or most noteworthy span of the bridge is a 21.7 ft (6.61 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 45.904640 -86.557510 Old US-2 (N-32) Little Fishdam River Rural Delta County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown Michigan State Highway Department 5 6 21.7 6.61 25.6 7.8 19 5.79 https://historicbridges.org/michigan/oldus2fishdam/little_bridgelookingnorth_small.jpg https://historicbridges.org/michigan/oldus2fishdam/little_bridgelookingnorth.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2fishdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.904640,-86.557510
2595 Old US-2 Middle Branch Ontonagon River Bridge This is a large and unaltered example of a bridge design Michigan used for small-span crossings. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.277890 -89.308880 Old US-2 Middle Branch Ontonagon River Rural Gogebic County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1927 0 Unknown Michigan State Highway Department 2 2 30 9.14 32 9.75 35 10.67 https://historicbridges.org/michigan/oldus2middlebranchontonagon/little_oldus2middlebranchontonagon_3565_small.jpg https://historicbridges.org/michigan/oldus2middlebranchontonagon/little_oldus2middlebranchontonagon_3565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus2middlebranchontonagon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.277890,-89.308880
2597 Bavington Bridge Old US-22 Bridge This concrete arch bridge was bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.427740 -80.368380 US-22 (Abandoned Alignment) Raccoon Creek Rural Washington County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/bavington/little_bavington1786_small.jpg https://historicbridges.org/pennsylvania/bavington/little_bavington1786.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bavington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.427740,-80.368380
2598 Old US-27 Bridge This is a small state-designed truss bridge on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 36.127770 -84.616510 Old US-27 Emory River Rural Morgan County, Tennessee Tennessee United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Concrete T-Beam Fixed 0 2 1930 0 Unknown 6 6 62 18.9 143 43.59 20.3 6.19 https://historicbridges.org/tennessee/us27oldallignmentwartburgtn/little_r148_small.jpg https://historicbridges.org/tennessee/us27oldallignmentwartburgtn/little_r148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/us27oldallignmentwartburgtn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.127770,-84.616510
2599 Old US-141 Bridge This bridge is a great and increasingly rare example of a concrete camelback bridge that deserves preservation. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Samuel Mills of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.230320 -88.447960 Old US-141 Hemlock River Amasa Iron County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1924 0 Samuel Mills of Escanaba, Michigan Michigan State Highway Department 7 7 60 18.29 60 18.29 21 6.4 https://historicbridges.org/michigan/old141amasa/little_old141amasa_2632_small.jpg https://historicbridges.org/michigan/old141amasa/little_old141amasa_2632.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old141amasa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230320,-88.447960
2600 Old US-41 Collapsed Culvert This tiny concrete culvert collapsed and had a replacement structure put in place on top of it. The technical description of the main or most noteworthy span of the bridge is a concrete culvert, fixed. The bridge was primarily built by Unknown. 46.569580 -88.302930 Old US-41 Lateral Creek Rural Baraga County, Michigan Michigan United States Concrete Culvert Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/old41kinglakeroadcollapsedculvert/little_old41kinglakeroadcollapsedculvert_4999_small.jpg https://historicbridges.org/michigan/old41kinglakeroadcollapsedculvert/little_old41kinglakeroadcollapsedculvert_4999.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41kinglakeroadcollapsedculvert/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.569580,-88.302930
2601 Old US-41 Culvert This concrete culvert appears to be an example of small-scale bridge construction on old US-41 alignment. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 46.543790 -88.082360 Old US-41 Unnamed Stream Rural Marquette County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/old41boxculvert/little_old41boxculvert_5040_small.jpg https://historicbridges.org/michigan/old41boxculvert/little_old41boxculvert_5040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41boxculvert/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.543790,-88.082360
2602 Old US-41 Peshekee River Bridge Trunk Line Bridge Number 1 Not only is this the longest concrete through girder bridge in Michigan it was the first Michigan state trunk line bridge ever built! The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Powell and Mitchell of Marquette, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.527860 -88.004200 Abandoned US-41 Alignment Peshekee River Rural Marquette County, Michigan Michigan United States Concrete Through Girder Fixed 0 6 0 0 1914 0 Powell and Mitchell of Marquette, Michigan Michigan State Highway Department 8 9 40 12.19 240 73.15 15 4.57 https://historicbridges.org/michigan/trunklinebridgenumber1/little_trunklinebridgenumber1peshekeeriver_4577_small.jpg https://historicbridges.org/michigan/trunklinebridgenumber1/little_trunklinebridgenumber1peshekeeriver_4577.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/trunklinebridgenumber1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.527860,-88.004200
2603 Old US-41 Tioga River Bridge This appears to be an old, possibly pre-1920 example of a concrete girder bridge. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.562110 -88.329910 Old US-41 Tioga River Rural Baraga County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 6 6 0 0 0 0 0 0 https://historicbridges.org/michigan/old41kinglakeroad/little_old41kinglakeroad_5012_small.jpg https://historicbridges.org/michigan/old41kinglakeroad/little_old41kinglakeroad_5012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41kinglakeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.562110,-88.329910
2604 Old US-41 Pike River Bridge Trunk Line Bridge Number 8 This small bridge is one of the first state highway bridges built in Michigan. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Smith-Byers-Sparks Company of Houghton, Michigan. The bridge was primarily designed by Michigan State Highway Department. 47.018660 -88.526530 Old US-41 (CR-C117) Pike River Rural Houghton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1914 1966 Smith-Byers-Sparks Company of Houghton, Michigan Michigan State Highway Department 3 6 36.7 11.19 37.7 11.49 19 5.79 https://historicbridges.org/michigan/oldus41pikeriverbridge/little_oldus41pikeriverbridge_4883_small.jpg https://historicbridges.org/michigan/oldus41pikeriverbridge/little_oldus41pikeriverbridge_4883.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus41pikeriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.018660,-88.526530
2605 Old US-41 Big Cedar River Bridge This attractive riveted pony truss is fairly unusual among surviving metal truss bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. 45.692721 -87.336937 Golf Course Pathway Golf Course Waterway Rural Menominee County, Michigan Michigan United States This bridge is located on a golf course and is private property, open to golf course users only. Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1918 0 Unknown 5 7 59 17.98 62 18.9 20 6.1 https://historicbridges.org/michigan/sweetgrassgolfcourse2/little_sweetgrassgolfcourse2_0728_small.jpg https://historicbridges.org/michigan/sweetgrassgolfcourse2/little_sweetgrassgolfcourse2_0728.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.692721,-87.336937
2607 Old US-41 Backwater Creek Bridge This bridge is an excellent example of an early state standard pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Northwestern Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: This bridge is on a private road and is private property. It is visible from US-41 however. 46.754180 -88.494950 Private Drive (Old US-41 Alignment) Backwater Creek Rural Baraga County, Michigan Michigan United States This bridge is on a private road and is private property. It is visible from US-41 however. Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1918 0 Northwestern Bridge and Iron Company of Milwaukee, Wisconsin Michigan State Highway Department 5 6 80 24.38 81 24.69 18 5.49 https://historicbridges.org/michigan/old41backwater/little_oldus41backwatercreekbridge_4901_small.jpg https://historicbridges.org/michigan/old41backwater/little_oldus41backwatercreekbridge_4901.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41backwater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.754180,-88.494950
2608 Old US-41 Sturgeon River Bridge Hidden away on this old highway alignment is this outstanding example of a concrete camelback bridge. The technical description of the main or most noteworthy span of the bridge is a concrete 75 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.614570 -88.452900 Old US-41 Sturgeon River Rural Baraga County, Michigan Michigan United States Concrete 75 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 7 7 0 0 0 0 0 0 https://historicbridges.org/michigan/oldus41sturgeonriver/little_oldus41sturgeonriver_4844_small.jpg https://historicbridges.org/michigan/oldus41sturgeonriver/little_oldus41sturgeonriver_4844.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus41sturgeonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.614570,-88.452900
2609 Old US-45 Bridge This tiny abandoned bridge is a reminder that this partially abandoned road was one part of US-45. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 46.230660 -89.194290 Old US-45 Duck Creek Rural Gogebic County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/oldus45/little_oldus45_3525_small.jpg https://historicbridges.org/michigan/oldus45/little_oldus45_3525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oldus45/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230660,-89.194290
2610 Old Williams Road Bridge This bridge has two different span designs and contrasts metal truss bridge technology. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.662550 -78.561910 Old Williams Road Town Creek Rural Allegany County, Maryland Maryland United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 1 1910 1977 Unknown 7 7 73.2 22.31 141 42.98 14 4.27 https://historicbridges.org/maryland/oldwilliams/little_p1210007_small.jpg https://historicbridges.org/maryland/oldwilliams/little_p1210007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldwilliams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.662550,-78.561910
2611 Old Wilson's Bridge This is the oldest among a rich collection of stone arch bridges in this county. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Silas Harry of Chambersburg, Pennsylvania. 39.657870 -77.847980 National Pike (Abandoned Alignment) Conococheague Creek Rural Washington County, Maryland Maryland United States Stone Segmental Deck Arch Fixed 0 5 0 0 1819 1984 Silas Harry of Chambersburg, Pennsylvania 8 7 0 0 210 64.01 0 0 https://historicbridges.org/maryland/wilsonold/little_p1210512_small.jpg https://historicbridges.org/maryland/wilsonold/little_p1210512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/wilsonold/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.657870,-77.847980
2612 Old WV-2 Bridge A small concrete arch bridge that has not been used for a very long time. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Wetzel Engineering Company of New Martinsville, West Virginia. 39.719910 -80.822240 Old WV-2 Dry Run Rural Wetzel County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1916 0 Wetzel Engineering Company of New Martinsville, West Virginia 4 4 0 0 0 0 0 0 https://historicbridges.org/wvirginia/oldwv2/07march1235_small.jpg https://historicbridges.org/wvirginia/oldwv2/07march1236.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldwv2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.719910,-80.822240
2613 Old WV-7 Bridge This very long single span pony truss features a large top chord as a result. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.611990 -80.811270 Old WV-7 Little Fishing Creek Rural Wetzel County, West Virginia West Virginia United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1912 0 York Bridge Company of York, Pennsylvania 6 6 108 32.92 111 33.83 12 3.66 https://historicbridges.org/wvirginia/oldwv7/bkg_07march450_small.jpg https://historicbridges.org/wvirginia/oldwv7/07march0104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldwv7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611990,-80.811270
2614 Old Zoar Bridge This unusual three span bridge is an extremely rare and early example of a continuous pin-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.608720 -81.428200 Old CR-82 Tuscarawas River Near Dover Tuscarawas County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 Continuous 3 0 0 1883 2004 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/doverzoar/bkg_swpenn0481_small.jpg https://historicbridges.org/ohio/doverzoar/swpenn070523.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/doverzoar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.608720,-81.428200
2615 Olde 8 Road Bridge Perhaps the only interesting thing to be found on the entire Ohio Turnpike, this is an unusual riveted steel arch overpass. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 41.258190 -81.509930 Olde 8 Road I-80 (Ohio Turnpike) Boston Heights Summit County, Ohio Ohio United States Metal Solid Ribbed Deck Arch Fixed 0 1 0 0 1954 1990 Unknown 5 5 216 65.84 288 87.78 28 8.53 https://historicbridges.org/ohio/olde8/little_p1200437_fix_small.jpg https://historicbridges.org/ohio/olde8/little_p1200437_fix.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/olde8/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.258190,-81.509930
2616 Olympic Island Bridge This inviting park foot bridge on the Toronto Islands is a slender, graceful structure that showcases the aesthetic potential of concrete. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.621940 -79.377120 Pedestrian Walkway Inner Harbour Toronto Toronto City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/olympicisland/little_olympicislandbridge0705_6_7_fuseda_small.jpg https://historicbridges.org/ontario/olympicisland/little_olympicislandbridge0705_6_7_fuseda.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/olympicisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.621940,-79.377120
2619 ! Oneida and Western Railroad Bridge Although once-common, very few railroad Whipple truss bridges remain today. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 36.454080 -84.651420 Railroad (Rail-Trail) Big South Fork Rural Scott County, Tennessee Tennessee United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/tennessee/oneida/historicb072_small.jpg https://historicbridges.org/tennessee/oneida/historicb072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oneida/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.454080,-84.651420
2621 Ontonagon Railroad Bridge A rare and early surviving example of a multi-span railroad pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 46.867440 -89.317400 Railroad (Escanaba and Lake Superior Railroad) Ontonagon River Ontonagon Ontonagon County, Michigan Michigan United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 2 Metal Deck Girder Fixed 0 0 1899 0 Lassig Bridge and Iron Works of Chicago, Illinois 7 8 100 30.48 470 143.26 15 4.57 https://historicbridges.org/michigan/ontonagonrrbridge/little_ontonagonrrbridge_3398_small.jpg https://historicbridges.org/michigan/ontonagonrrbridge/little_ontonagonrrbridge_3398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ontonagonrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.867440,-89.317400
2622 ! Orange Road Bridge Although bypassed, this bridge with remarkable historic integrity is having its fate decided, and could face demolition. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 40.175340 -83.045520 Orange Road Olentangy River Rural Delaware County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1898 1970 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 7 7 180 54.86 182 55.47 16 4.88 https://historicbridges.org/ohio/orange/bkg_07march136_small.jpg https://historicbridges.org/ohio/orange/07march0249.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/orange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.175340,-83.045520
2623 Orangevale Avenue Bridge This concrete arch bridge is noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by W. N. Concanon. The bridge was primarily designed by Drury D. Butler. 38.680880 -121.194310 Orangevale Avenue Gold Creek Folsom Sacramento County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 0 1915 2017 W. N. Concanon Drury D. Butler 7 7 100 30.48 161 49.07 18 5.49 https://historicbridges.org/california/orangevaleavenue/little_day3_orangevaleavenue03296_small.jpg https://historicbridges.org/california/orangevaleavenue/little_day3_orangevaleavenue03296.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/orangevaleavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.680880,-121.194310
2628 Orient Bridge This is a very large and ornate Whipple truss that has been bypassed by a new bridge and left for its historic and aesthetic value. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Cleveland Bridge and Iron Company of Cleveland, Ohio. 39.802230 -83.169330 OH-762 (Old Alignment) Big Darby Creek Rural (Near Orient) Pickaway County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 15 1 0 0 1885 0 Cleveland Bridge and Iron Company of Cleveland, Ohio 8 9 0 0 225 68.58 16 4.88 https://historicbridges.org/ohio/orient/bkg_07march141_small.jpg https://historicbridges.org/ohio/orient/07march0272.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/orient/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802230,-83.169330
2629 Orleans Street Bridge Bridge Number 103.1, Clayton Hale Pedestrian Bridge One of two pedestrian truss bridges crossing the railroad in Paxton. The technical description of the main or most noteworthy span of the bridge is a 126.7 ft (38.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.458430 -88.097230 Orleans Street Walkway Railroad (Illinois Central) Paxton Ford County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 1924 0 Unknown 4 5 126.7 38.62 0 0 0 0 https://historicbridges.org/illinois/paxtonorleans/little_dscf4799_small.jpg https://historicbridges.org/illinois/paxtonorleans/little_dscf4799.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/paxtonorleans/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.458430,-88.097230
2630 Orndorff Road Bridge This is an unaltered example of a concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by E. B. and B. F. Lippincott. The bridge was primarily designed by T. B. Dinsmore. 39.858080 -80.199320 Orndorff Road (TR-491) Smith Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1926 0 E. B. and B. F. Lippincott T. B. Dinsmore 1 2 45 13.72 48 14.63 17.4 5.3 https://historicbridges.org/pennsylvania/orndorffroad/little_orndorffroad1011_small.jpg https://historicbridges.org/pennsylvania/orndorffroad/little_orndorffroad1011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/orndorffroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.858080,-80.199320
2634 Wabash Bridge Ottumwa Railroad Bridge This skewed multi-span railroad bridge has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 41.011670 -92.411200 Railroad (Rail-Trail) Des Moines River Ottumwa Wapello County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 3 Metal Through Girder Fixed 0 0 1888 2007 Detroit Bridge and Iron Works of Detroit, Michigan 6 7 0 0 770 234.7 10 3.05 https://historicbridges.org/iowa/ottumwarr/little_dscf6104_small.jpg https://historicbridges.org/iowa/ottumwarr/little_dscf6104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/ottumwarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.011670,-92.411200
2635 Ottawa Lake Road Bridge A small example of a concrete straight chord through girder in Michigan in decent condition. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 41.763070 -83.762050 Ottawa Lake Road Ottawa Lake Drain Rural Monroe County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 4 6 30 9.14 30.8 9.39 21 6.4 https://historicbridges.org/michigan/ottawalake/little_p1110176_small.jpg https://historicbridges.org/michigan/ottawalake/little_p1110176.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ottawalake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.763070,-83.762050
2636 ! Ottawa Street Bridge Although an excellent example of its kind, this bridge has actually received more attention than it may have deserved. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.251730 -86.235080 Ottawa Street South Branch Muskegon River Muskegon Muskegon County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1929 0 Unknown Michigan State Highway Department 2 2 35.8 10.91 37.4 11.4 40 12.19 https://historicbridges.org/michigan/ottawa/little_ottawa_st_muskegon_r_s_br_1_small.jpg https://historicbridges.org/michigan/ottawa/little_ottawa_st_muskegon_r_s_br_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ottawa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.251730,-86.235080
2637 Otway Bridge Approach Span This is an attractive truss bridge span that is an approach span for a covered bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 38.862770 -83.190190 Old OH-348 Scioto Brush Creek Otway Scioto County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1923 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ohio/otway/thumb.jpg https://historicbridges.org/ohio/otway/oh_scioto_otway_bridge_17m.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/otway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.862770,-83.190190
2638 Ouaquaga Bridge An extremely rare and ornate bridge in a beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.123530 -75.647180 Dutchtown Road (Doolittle Road) Susquehanna River Ouaquaga Broome County, New York New York United States Metal Lenticular Pin-Connected Through Truss Fixed 10 2 0 0 1888 1990 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 170 51.82 342 104.24 14.8 4.51 https://historicbridges.org/newyork/ouaquaga/bkg_newyork409_small.jpg https://historicbridges.org/newyork/ouaquaga/newyork1164.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ouaquaga/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.123530,-75.647180
2639 Outer Drive Joy Road Bridge Outer Drive Bonaparte Road Bridge An example of a Wayne County Road Commission standard arch bridge used as an overpass. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.357130 -83.261800 Outer Drive Joy Road (Formerly Bonaparte Road) Detroit Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Unknown 4 5 70 21.34 74.8 22.8 40 12.19 https://historicbridges.org/michigan/outerdrivejoyroad/little_dscf5548_small.jpg https://historicbridges.org/michigan/outerdrivejoyroad/little_dscf5548.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outerdrivejoyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357130,-83.261800
2640 Outer Drive Lower River Rouge Bridge This is an attractive concrete arch bridge although its railings have been replaced. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Bishop and Weir of Detroit, Michigan. 42.303880 -83.263360 Outer Drive Lower River Rouge Dearborn Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Bishop and Weir of Detroit, Michigan 3 4 63 19.2 72.8 22.19 60 18.29 https://historicbridges.org/michigan/outer_lower/little_dscf3719_small.jpg https://historicbridges.org/michigan/outer_lower/little_dscf3719.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outer_lower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.303880,-83.263360
2641 Outer Drive Upper River Rouge Bridge Of the many old bridges in western Wayne County, this is one of the few with original decorative balustrade railings and light standards. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.383510 -83.259090 Outer Drive Upper River Rouge Detroit Wayne County, Michigan Michigan United States Concrete T-Beam Fixed 0 2 0 0 1927 0 Unknown 3 6 46 14.02 95.8 29.2 60 18.29 https://historicbridges.org/michigan/outer_upper/little_dscf3788_small.jpg https://historicbridges.org/michigan/outer_upper/little_dscf3788.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outer_upper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.383510,-83.259090
2642 Owasco Lake Outlet Bridge This is a very unusual and rare example of a bedstead truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 43.055770 -76.632720 Private Drive Owasco Lake Outlet Rural Cayuga County, New York New York United States This bridge is on a private drive. Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/newyork/owascolake/little_ricketybedstead2_small.jpg https://historicbridges.org/newyork/owascolake/little_ricketybedstead2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/owascolake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055770,-76.632720
2643 ! Owego Turnpike Bridge An example of a small highway over highway grade separation in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.522200 -75.266940 Owego Turnpike (PA-3028) Lake Ariel Highway (PA-191) Rural Wayne County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1941 0 Unknown 2 2 28 8.53 30 9.14 26 7.92 https://historicbridges.org/pennsylvania/owegoturnpike/little_p1080566_small.jpg https://historicbridges.org/pennsylvania/owegoturnpike/little_p1080563.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/owegoturnpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.522200,-75.266940
2645 Owens Road Railroad Bridge This railroad bridge is visible from nearby I-86. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 42.389850 -77.396030 Railroad (Livonia, Avon and Lakeville) Cohocton River Near Avoca Steuben County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/newyork/owens/bkg_newyork154_small.jpg https://historicbridges.org/newyork/owens/newyork0452.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/owens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.389850,-77.396030
2646 Oxford-Waterloo Road Bridge This attractive camelback truss adds interest to an otherwise simple country roadway. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.326630 -80.633920 Oxford-Waterloo Road Nith River Wilmot Township and Blandford-Blenheim Township Waterloo Region, Ontario and Oxford County, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 0 1912 0 Hamilton Bridge Company of Hamilton, Ontario 7 6 150 45.72 152.9 46.6 12 3.66 https://historicbridges.org/ontario/oxfordwaterloo/little_pict7058_small.jpg https://historicbridges.org/ontario/oxfordwaterloo/little_pict7058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oxfordwaterloo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.326630,-80.633920
2647 PA-21 Muddy Creek Bridge This is a traitional highway plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.877280 -79.999430 E. Roy Furman Highway (PA-21) Muddy Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1930 1982 Unknown 2 1 80 24.38 84 25.6 27 8.23 https://historicbridges.org/pennsylvania/pa21muddycreek/little_pa21muddycreek0822_small.jpg https://historicbridges.org/pennsylvania/pa21muddycreek/little_pa21muddycreek0822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21muddycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.877280,-79.999430
2648 PA-21 North Fork Bridge One of two similar concrete arch bridges on this stretch of PA-21. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.891920 -80.475900 Roy Furman Highway (PA-21) North Fork Dunkard Fork Wheeling Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 4 4 48 14.63 58 17.68 30 9.14 https://historicbridges.org/pennsylvania/pa21north/little_pa21west0927_small.jpg https://historicbridges.org/pennsylvania/pa21north/little_pa21west0927.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.891920,-80.475900
2649 PA-21 South Fork Bridge One of two similar concrete arch bridges on this stretch of PA-21. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.890790 -80.477030 Roy Furman Highway (PA-21) South Fork Dunkard Fork Wheeling Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 4 4 48 14.63 57 17.37 30 9.14 https://historicbridges.org/pennsylvania/pa21south/little_pa21east0953_small.jpg https://historicbridges.org/pennsylvania/pa21south/little_pa21east0953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.890790,-80.477030
2650 PA-21 South Fork 10 Mile Creek Bridge This concrete arch is one of two in the county that had a beautiful and unique railing design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.895860 -80.227640 Roy Furman Highway (PA-21 and PA-18) South Fork 10 Mile Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Unknown 5 5 120 36.58 126 38.4 23 7.01 https://historicbridges.org/pennsylvania/pa21/little_pa210975_small.jpg https://historicbridges.org/pennsylvania/pa21/little_pa210975.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa21/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.895860,-80.227640
2651 ! PA-93 Nescopeck Creek Bridge This bridge is a good example of a state standard truss bridge, and is one of several historic bridges on this creek. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Correale Construction Company of Hazleton, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.014340 -76.078750 PA-93 Nescopeck Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 9 1 0 0 1937 1986 Correale Construction Company of Hazleton, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania Pennsylvania State Highway Department 5 5 125 38.1 132 40.23 32.2 9.81 https://historicbridges.org/pennsylvania/sr93/little_pb160003_small.jpg https://historicbridges.org/pennsylvania/sr93/little_pb160003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr93/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.014340,-76.078750
2653 PA-287 Bridge This skewed through truss adds a great deal of beauty and interest to this road and the surrounding area. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.274540 -77.229620 PA-287 Larrys Creek Salladasburg Lycoming County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1941 1993 Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 5 5 155 47.24 158 48.16 25 7.62 https://historicbridges.org/pennsylvania/salladasburg/little_dscf8363_small.jpg https://historicbridges.org/pennsylvania/salladasburg/little_dscf8363.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/salladasburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.274540,-77.229620
2656 PA-980 Railroad Overpass We would be able to tell you who built this bridge if PennDOT had not mounted a clearance sign right on top of the builder name! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.322190 -80.232600 Railroad (Norfolk Southern) PA-980 Rural Washington County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1903 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pa980overpass/little_pa9800913_small.jpg https://historicbridges.org/pennsylvania/pa980overpass/little_pa9800913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa980overpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.322190,-80.232600
2657 Pittsburgh and Lake Erie Railroad Bridge Big Run Branch Railroad Bridge This highly skewed and unusually ornate railroad bridge is one of the most beautiful railroad bridges ever seen! The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 40.981660 -80.353270 Railroad (Pittsburgh and and Lake Erie) Shenango River New Castle Lawrence County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 Unknown 8 8 235 71.63 370 112.78 0 0 https://historicbridges.org/pennsylvania/p_le_bigrunbranch/little_bigrunbranchrailroadbridge4826_7_8f_small.jpg https://historicbridges.org/pennsylvania/p_le_bigrunbranch/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/p_le_bigrunbranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.981660,-80.353270
2659 Paines Bridge Smith Road Bridge, County Bridge Number 12 This traditional bridge was built by a little-known builder. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by United Construction Company of Albany, New York. 41.701890 -76.554530 Smith Road (TR-358) Towanda Creek Rural Bradford County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1908 1962 United Construction Company of Albany, New York 5 5 122 37.19 127 38.71 13.5 4.11 https://historicbridges.org/pennsylvania/paines/bkg_newyork282_small.jpg https://historicbridges.org/pennsylvania/paines/newyork0821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/paines/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.701890,-76.554530
2660 Paintersville Bridge With fixed through truss approach spans and an impressive main bascule span, this is a nice looking example of a significant bascule type. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by Moore Dry Dock Company of Oakland, California. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 38.318630 -121.577730 CA-160 Sacramento River Rural Sacramento County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Heel Trunnion 0 3 Metal Pratt Rivet-Connected Through Truss Fixed 6 2 1923 1952 Moore Dry Dock Company of Oakland, California Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 226 68.88 588 179.22 17.4 5.3 https://historicbridges.org/california/ca160sacramentoriverbridge/little_day2_ca160sacramentoriverbridge00781_small.jpg https://historicbridges.org/california/ca160sacramentoriverbridge/little_day2_ca160sacramentoriverbridge00781.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca160sacramentoriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.318630,-121.577730
2661 Paisley Railway Bridge Although a nice looking high level deck truss, also noteworthy are remains of Phoenix columns under the bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 44.302750 -81.276320 Railroad (Rail-Trail) Teeswater River Paisley Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 1926 0 Unknown 6 7 0 0 607 185.01 0 0 https://historicbridges.org/ontario/paisleyrail/little_p1020495_small.jpg https://historicbridges.org/ontario/paisleyrail/little_p1020495.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/paisleyrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.302750,-81.276320
2662 Pall Mall Bridge York Homeplace Bridge This is the last remaining truss bridge on public roads in Fentress County. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J.M. Hickman Company. 36.542290 -84.961660 US-127 (North York Highway) Wolf River Pall Mall Fentress County, Tennessee Tennessee United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 Concrete T-Beam Fixed 0 2 1940 0 J.M. Hickman Company 6 7 100 30.48 159 48.46 23.9 7.28 https://historicbridges.org/tennessee/pallmall/bkg_pallmall07_small.jpg https://historicbridges.org/tennessee/pallmall/pallmall25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/pallmall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.542290,-84.961660
2663 Pancake Clarkson Road Bridge This is a fairly long span Pratt truss, and has very interesting railing details, characteristic of its builder. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.753580 -80.539010 Pancake Clarkson Road (TR-1031) North Fork Little Beaver Creek Rural Columbiana County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1893 2008 Penn Bridge Company of Beaver Falls, Pennsylvania 8 7 139 42.37 142 43.28 12.8 3.9 https://historicbridges.org/ohio/pancakeclarkson/little_bkg_hb026b_small.jpg https://historicbridges.org/ohio/pancakeclarkson/little_bkg_hb026b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pancakeclarkson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.753580,-80.539010
2664 Panhandle Railroad Bridge This impressive railroad bridge features a variety of span types and truss configurations. The technical description of the main or most noteworthy span of the bridge is a 351 ft (106.98 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.433200 -79.998000 Railroad (Port Authority T Line) Monongahela River, Railroad, and Local Streets Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 Metal Parker Pin-Connected Through Truss Fixed 10 0 1903 0 Unknown 8 7 351 106.98 0 0 0 0 https://historicbridges.org/pennsylvania/panhandle/little_p1230365_small.jpg https://historicbridges.org/pennsylvania/panhandle/little_p1230365.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/panhandle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.433200,-79.998000
2666 Papermill Road Bridge A good example of this mock stone arch bridge type. The technical description of the main or most noteworthy span of the bridge is a 18.7 ft (5.7 m) corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.870960 -77.761420 Papermill Road Conesus Outlet Rural Livingston County, New York New York United States Corrugated Multi-Plate Closed Spandrel Deck Arch Fixed 0 2 0 0 1940 0 Unknown 3 3 18.7 5.7 90 27.43 21.7 6.61 https://historicbridges.org/newyork/papermill/bkg_newyork039_small.jpg https://historicbridges.org/newyork/papermill/newyork0122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/papermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870960,-77.761420
2668 Paris Railway Bridge Penman's Bridge This is a large high level deck truss that remains in heavy use by trains. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.197920 -80.382370 Railroad (Canadian National) Grand River Paris Brant County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 5 0 0 0 0 Unknown 6 7 150 45.72 760 231.65 0 0 https://historicbridges.org/ontario/parisrailroadbridge/little_parisrailroadbridge0729_small.jpg https://historicbridges.org/ontario/parisrailroadbridge/little_parisrailroadbridge0722b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/parisrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.197920,-80.382370
2669 Parker Bridge Noted for an distinctive slope, this is a truss bridge with a Parker configuration appropriately located in a community named Parker! The technical description of the main or most noteworthy span of the bridge is a 390 ft (118.87 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.101990 -79.679720 PA-368 Allegheny River Parker Armstrong County, Pennsylvania and Clarion County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 12 4 0 0 1934 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 6 7 390 118.87 1140 347.47 23 7.01 https://historicbridges.org/truss/parker/little_pict8465_small.jpg https://historicbridges.org/truss/parker/little_pict8465.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/parker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.101990,-79.679720
2670 Park Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.228060 -73.245490 Park Avenue Merritt Parkway (CT-15) Fairfield Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1940 0 Mariani Construction Company of New Haven, Connecticut 6 6 90 27.43 90 27.43 30 9.14 https://historicbridges.org/connecticut/park/little_img_2390_small.jpg https://historicbridges.org/connecticut/park/little_img_2390.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/park/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.228060,-73.245490
2671 Park Avenue Bridge Bridge E-181 One of two attractive and historic Erie Canal lift bridges in Brockport. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by Skene and Richmond of Louisa, Kentucky. 43.215270 -77.935270 Park Avenue Erie Canal (New York State Barge Canal) Brockport Monroe County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1914 0 Skene and Richmond of Louisa, Kentucky 8 7 130 39.62 155.8 47.49 18.4 5.61 https://historicbridges.org/newyork/brockportparkave/little_p1420477_small.jpg https://historicbridges.org/newyork/brockportparkave/little_p1420477.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brockportparkave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.215270,-77.935270
2672 ! Parke Lane Bridge One of the most attractive and intact examples of the unusual Wayne County cantilevered concrete arch. The technical description of the main or most noteworthy span of the bridge is a 98.8 ft (30.11 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Gosner and Flynn of Dearborn, Michigan. 42.168150 -83.143850 Parke Lane Thorofare Canal Grosse Ile Wayne County, Michigan Michigan United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 Cantilever 1 0 0 1929 0 Gosner and Flynn of Dearborn, Michigan 7 7 98.8 30.11 98.8 30.11 36 10.97 https://historicbridges.org/michigan/parke/little_dscf7859_small.jpg https://historicbridges.org/michigan/parke/little_dscf7859.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/parke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.168150,-83.143850
2673 Park Road Bridge This representative example bridge is noted for its 48 degree skew. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.170210 -86.320140 Park Road I-94 Rural Berrien County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Unknown Michigan State Highway Department 2 2 109 33.22 382 116.43 22 6.71 https://historicbridges.org/michigan/park/little_dscf4937_small.jpg https://historicbridges.org/michigan/park/little_dscf4937.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/park/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.170210,-86.320140
2675 Park Street Bridge One of several older bridges in Traverse City with attractive and unaltered railings. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal stringer (multi-beam), fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. 44.764444 -85.618056 Park Street Boardman River Traverse City Grand Traverse County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1956 0 B. H. Sargent of Grand Rapids, Michigan 1 1 59.7 18.2 59.7 18.2 40 12.19 https://historicbridges.org/michigan/traverse_park/little_dscf4507_small.jpg https://historicbridges.org/michigan/traverse_park/little_dscf4507.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_park/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.764444,-85.618056
2676 Park Street Bridge Associated with Depression era relief programs, this is the wider of two nice looking historic bascule bridges in Alameda. The technical description of the main or most noteworthy span of the bridge is a 285.4 ft (86.99 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mac Donald and Kahn of Los Angeles, California. The bridge was primarily designed by County of Alameda Surveyors Office. 37.771650 -122.236570 Park Street Oakland Estuary Alameda and Oakland Alameda County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Concrete Slab Fixed 0 4 1935 0 Mac Donald and Kahn of Los Angeles, California County of Alameda Surveyors Office 7 7 285.4 86.99 433 131.98 64.6 19.69 https://historicbridges.org/california/alamedapark/little_day4_alamedaparkstreetbridge04662_small.jpg https://historicbridges.org/california/alamedapark/little_day4_alamedaparkstreetbridge04662.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/alamedapark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.771650,-122.236570
2677 Parker Street Bridge Bridge E-127 An unusual variation of the early 20th Century fixed Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 43.100560 -77.439220 Parker Street Erie Canal (New York State Barge Canal) Fairport Monroe County, New York New York United States Metal Polygonal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 6 1 Concrete Slab Fixed 0 1 1912 0 Lackawanna Bridge Company of Buffalo, New York 6 6 99.7 30.39 120.7 36.79 16.4 5 https://historicbridges.org/newyork/fairportparker/little_img_4641_small.jpg https://historicbridges.org/newyork/fairportparker/little_img_4641.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fairportparker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.100560,-77.439220
2678 Parkersburg-Belpre Bridge This impressive structure features a decorative portal bracing design and extensive approach system. The technical description of the main or most noteworthy span of the bridge is a 348 ft (106.07 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.271090 -81.565640 Railroad (CSX) Ohio River Belpre and Parkersburg Washington County, Ohio and Wood County, West Virginia Ohio and West Virginia United States Metal Parker Pin-Connected Through Truss Fixed 0 6 Metal Warren Rivet-Connected Deck Truss Fixed 8 0 1905 1972 King Bridge Company of Cleveland, Ohio John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 7 8 348 106.07 4397 1340.21 0 0 https://historicbridges.org/ohio/parkersburgrr/bkg_07march401_small.jpg https://historicbridges.org/ohio/parkersburgrr/07march1048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/parkersburgrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.271090,-81.565640
2680 Parry Bridge One of three riveted rolling lift bascule bridges in Chatham that no longer operate for boats. The technical description of the main or most noteworthy span of the bridge is a 111.5 ft (33.99 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 42.393950 -82.210080 Keil Drive Thames River Chatham Chatham-Kent Region, Ontario Ontario Canada Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Railing Height Girder Fixed 0 2 1955 0 Canadian Bridge Company of Walkerville, Ontario Hazelet and Erdal of Chicago, Illinois 5 6 111.5 33.99 308.4 94 37.7 11.49 https://historicbridges.org/ontario/parrybridge/little_p1960922_small.jpg https://historicbridges.org/ontario/parrybridge/little_p1960918.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/parrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.393950,-82.210080
2682 Patterson Hill Road Bridge This preserved historic bridge was designed by a noteworthy local engineering firm. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. The bridge was primarily designed by Storrs and Storrs of Concord, New Hampshire. 43.168010 -71.841560 Patterson Hill Road Contoocook River Rural Merrimack County, New Hampshire New Hampshire United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1915 2001 Groton Bridge Company of Groton, New York Storrs and Storrs of Concord, New Hampshire 6 7 113 34.44 119 36.27 13.5 4.11 https://historicbridges.org/newhampshire/pattersonhillroad/little_p1510826_small.jpg https://historicbridges.org/newhampshire/pattersonhillroad/little_p1510826.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/pattersonhillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.168010,-71.841560
2683 Patterson Bridge A good representative example of a traditional bridge type. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Decatur Bridge Company of Decatur, Illinois. 39.614130 -92.040760 CR-255 (CR-564) Crooked Creek Rural Monroe County, Missouri Missouri United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1913 0 Decatur Bridge Company of Decatur, Illinois 5 5 70 21.34 97 29.57 10.8 3.29 https://historicbridges.org/missouri/patterson/little_dscf6006_small.jpg https://historicbridges.org/missouri/patterson/little_dscf6006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/patterson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.614130,-92.040760
2684 Patterson Park Bridge North Patterson Park Bridge West One of two unusual little bridges located in a park setting. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.146667 -85.950556 Patterson Park Road Rio Grande Creek Rural Muskegon County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1932 0 Unknown 1 2 33.8 10.3 35.8 10.91 14 4.27 https://historicbridges.org/michigan/pattersonpark_north/little_pict4797_small.jpg https://historicbridges.org/michigan/pattersonpark_north/little_pict4797.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pattersonpark_north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.146667,-85.950556
2685 Patterson Park Bridge South Patterson Park Bridge East One of two unusual little bridges located in a park setting. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.146389 -85.948611 Patterson Park Road Rio Grande Creek Rural Muskegon County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1932 0 Unknown 1 2 34.8 10.61 35.8 10.91 14 4.27 https://historicbridges.org/michigan/pattersonpark_south/little_pict4803_small.jpg https://historicbridges.org/michigan/pattersonpark_south/little_pict4803.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pattersonpark_south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.146389,-85.948611
2686 Patterson Road Bridge This impressive bridge is noted in Maine for the length of its truss span. The technical description of the main or most noteworthy span of the bridge is a 262.2 ft (79.92 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company. 44.083930 -69.748260 Patterson Road (ME-197) Eastern River Rural Lincoln County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Concrete T-Beam Fixed 0 1 1936 0 Pittsburgh - Des Moines Steel Company 7 7 262.2 79.92 296 90.22 22 6.71 https://historicbridges.org/maine/patterson_road_197/little_p1490698_small.jpg https://historicbridges.org/maine/patterson_road_197/little_p1490698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/patterson_road_197/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.083930,-69.748260
2688 Paul L. Davis Memorial Bridge High Street Bridge Although partially altered, this bridge is a rare and good example of a rigid-frame overpass. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.910550 -69.820220 High Street (ME-209) US-1 (Leeman Highway) Bath Sagadahoc County, Maine Maine United States Concrete Rigid-Frame Fixed 0 1 0 0 1947 1983 Unknown 4 6 43 13.11 123 37.49 30 9.14 https://historicbridges.org/maine/bathhighstreet/little_p1490050_small.jpg https://historicbridges.org/maine/bathhighstreet/little_p1490050.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/bathhighstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.910550,-69.820220
2689 Paw Paw Footbridge This tiny bridge is noted for its lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.213020 -85.891840 Pedestrian Walkway Paw Paw River Paw Paw Van Buren County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/michigan/pawpawped/little_fulladd_m-40inpaw-pawnearwineries2740_small.jpg https://historicbridges.org/michigan/pawpawped/little_fulladd_m-40inpaw-pawnearwineries2740.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pawpawped/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.213020,-85.891840
2690 Paw Paw River Railroad Bridge Although significantly altered and no longer able to raise for boats, this bridge is an unusual and perhaps unexpected bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal deck girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 42.116570 -86.468740 Railroad (CSX) Paw Paw River Benton Harbor Berrien County, Michigan Michigan United States Metal Deck Girder Movable: Single Leaf Bascule Fixed Trunnion 0 1 Metal Deck Girder Fixed 0 2 1911 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 5 6 71 21.64 123 37.49 0 0 https://historicbridges.org/michigan/bentonharborbascule/little_p1440069_70_71_tonemapped_small.jpg https://historicbridges.org/michigan/bentonharborbascule/little_p1440069_70_71_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bentonharborbascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.116570,-86.468740
2691 Pawlings Road Railroad Overpass This plate girder overpass is configured as two structures sharing the same abutments. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.115300 -75.472210 Railroad (Norfolk Southern) Pawlings Road Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pawlingsroad/little_pawlingsroad001_small.jpg https://historicbridges.org/pennsylvania/pawlingsroad/little_pawlingsroad001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pawlingsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.115300,-75.472210
2692 Payne Road Bridge A bridge displaying the distinctive details of its builders, but heavilly altered. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.595410 -74.858760 Payne Road Prescott Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1899 1953 Wrought Iron Bridge Company of Canton, Ohio 5 6 47 14.33 47 14.33 15.4 4.69 https://historicbridges.org/newjersey/payne/little_pict5241_small.jpg https://historicbridges.org/newjersey/payne/little_pict5241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/payne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.595410,-74.858760
2694 Peace Bridge This signature bridge is a beautiful combination of graceful deck arch arch spans and an impressive through truss span. The technical description of the main or most noteworthy span of the bridge is a 423 ft (128.93 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Edward P. Lupfer of Buffalo, New York and William Russell Davis. 42.907030 -78.906380 Queen Elizabeth Way (QEW) Niagara River Buffalo and Fort Erie Erie County, New York and Niagara Region, Ontario New York and Ontario United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 5 Metal Parker Rivet-Connected Through Truss Fixed 10 0 1927 2006 Bethlehem Steel Company of Bethlehem, Pennsylvania Edward P. Lupfer of Buffalo, New York and William Russell Davis 8 8 423 128.93 3580 1091.18 36 10.97 https://historicbridges.org/ontario/peace/little_p1410950_small.jpg https://historicbridges.org/ontario/peace/little_p1410950.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peace/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.907030,-78.906380
2695 Pearl Street Railroad Overpass One of two examples in Covington, this bridge is a classic stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.122490 -84.353670 Railroad (Abandoned Pennsylvania Railroad) Pearl Street Covington Miami County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ohio/covington2/little_pict3010_small.jpg https://historicbridges.org/ohio/covington2/little_pict3010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/covington2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122490,-84.353670
2696 Pearl Street Bridge This impressive concrete arch bridge was drastically altered to function as a pre-stressed concrete bridge, but still retains an attractive appearance. The technical description of the main or most noteworthy span of the bridge is a 97.8 ft (29.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Koss Construction Company of Des Moines, Iowa. The bridge was primarily designed by Westcott Engineering Company of Chicago, Illinois. 42.966540 -85.675380 Pearl Street Grand River Grand Rapids Kent County, Michigan Michigan United States Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete Culvert Fixed 0 1 1922 1983 Koss Construction Company of Des Moines, Iowa Westcott Engineering Company of Chicago, Illinois 2 4 97.8 29.81 484 147.52 49 14.94 https://historicbridges.org/michigan/pearl/little_pict5429_small.jpg https://historicbridges.org/michigan/pearl/little_pict5429.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pearl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.966540,-85.675380
2698 Peevy Road Bridge This bridge is one of the best examples of the unusual Columbia Bridge Works truss details in the country. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 40.415040 -75.522200 Peevy Road Perkiomen Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1880 1987 Columbia Bridge Works of Dayton, Ohio 9 9 100 30.48 103 31.39 15.4 4.69 https://historicbridges.org/pennsylvania/peevy/little_dscf0324_small.jpg https://historicbridges.org/pennsylvania/peevy/little_dscf0324.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/peevy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415040,-75.522200
2699 Peltier Road Bridge This bridge includes a through truss span and a fairly long series of concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by A. A. Edmondson of Glendale, California and A. L. Miller of Sacramento, California. 38.189140 -121.322040 Peltier Road Mokelumne River Rural San Joaquin County, California California United States Metal Camelback Rivet-Connected Through Truss Fixed 7 1 Concrete Slab Fixed 0 32 1947 1973 A. A. Edmondson of Glendale, California and A. L. Miller of Sacramento, California 6 5 152 46.33 881 268.53 24 7.32 https://historicbridges.org/california/peltierroadbridge/little_day2_peltierroadbridge01900_small.jpg https://historicbridges.org/california/peltierroadbridge/little_day2_peltierroadbridge01900.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/peltierroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.189140,-121.322040
2702 Penn Manor Road Bridge This tiny arch bridge once had attractive balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.332310 -79.664870 Penn Manor Road (PA-4010) Brush Creek Branch Manor Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Unknown 3 3 41 12.5 48 14.63 20 6.1 https://historicbridges.org/pennsylvania/pennmanor/little_p1470687_small.jpg https://historicbridges.org/pennsylvania/pennmanor/little_p1470687.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pennmanor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.332310,-79.664870
2703 Penn Street Bridge Penn Street Viaduct This large and impressive concrete arch bridge is a fairly old example of its type and is a centerpiece for the city. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by L. H. Focht and Son. The bridge was primarily designed by Benjamin Herman Davis. 40.335440 -75.937090 Penn Street (US-422 Business) Schuylkill River, Front Street, and Railroad (Norfolk Southern) Reading Berks County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete Open Spandrel Deck Arch Fixed 0 22 1913 1958 L. H. Focht and Son Benjamin Herman Davis 7 7 110 33.53 1337 407.52 55 16.76 https://historicbridges.org/pennsylvania/reading_penn/little_dscf0565_small.jpg https://historicbridges.org/pennsylvania/reading_penn/little_dscf0565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/reading_penn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.335440,-75.937090
2706 Pennsylvania Avenue Bridge A railroad overpass that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Anderson and Company of Chicago, Illinois. 42.719240 -84.538120 Railroad (Canadian National) Pennsylvania Avenue Lansing Ingham County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 1928 0 Anderson and Company of Chicago, Illinois 2 3 32.8 10 66 20.12 0 0 https://historicbridges.org/michigan/pennsylvania/little_dscf0026_small.jpg https://historicbridges.org/michigan/pennsylvania/little_add2022pennsylvania_8270.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pennsylvania/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719240,-84.538120
2708 Pennsylvania Turnpike Railroad Overpass This overpass originally carried a railroad line, but today is an access road for turnpike workers. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania Turnpike Commission. 40.555070 -79.845040 Access Drive (Former Railroad) I-76 (Pennsylvania Turnpike) Rural Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1952 0 Unknown Pennsylvania Turnpike Commission 1 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/turnpikerr/little_turnpikerr0185_small.jpg https://historicbridges.org/pennsylvania/turnpikerr/little_turnpikerr0185.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpikerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.555070,-79.845040
2709 Pennsylvania Turnpike Brush Creek Bridge A large deck plate girder bridge that was widened by adding a stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 40.331740 -79.688940 Pennsylvania Turnpike (I-76) Brush Creek, Railroad, and Broadway Street (PA-993) Rural Westmoreland County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 10 Metal Stringer (Multi-Beam) Fixed 0 1 1952 1995 Unknown 2 2 120 36.58 1001 305.1 80 24.38 https://historicbridges.org/pennsylvania/turnpikebrush/little_p1470797_small.jpg https://historicbridges.org/pennsylvania/turnpikebrush/little_p1470797.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpikebrush/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.331740,-79.688940
2710 Pennsylvania Turnpike Ramp Bridge One of the only examples of a Pennsylvania Turnpike overpass that has been preserved, and will eventually be one of the last surviving. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.315940 -79.680190 Pennsylvania Turnpike (I-76) Ramp US-30 (Historic Lincoln Highway) Rural Westmoreland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Unknown 5 6 72 21.95 80.1 24.41 54 16.46 https://historicbridges.org/pennsylvania/lincoln_turnpike/little_p1470738_small.jpg https://historicbridges.org/pennsylvania/lincoln_turnpike/little_p1470738.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lincoln_turnpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.315940,-79.680190
2712 Pennsylvania Turnpike Exit 201 Bridge One of the disappearing examples of original Pennsylvania Turnpike overpasses, this is an uncommon freeway over highway overpass with integrity. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.157570 -77.615990 I-76 (Pennsylvania Turnpike) Turnpike Ramp Rural Franklin County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Unknown 4 4 38 11.58 44 13.41 99 30.18 https://historicbridges.org/pennsylvania/paturnpikeexit201/little_p1220271_small.jpg https://historicbridges.org/pennsylvania/paturnpikeexit201/little_p1220271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/paturnpikeexit201/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.157570,-77.615990
2713 Pennypack Creek Bridge Frankford Avenue Bridge This is the oldest highway bridge in the United States! The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.043550 -75.020530 Frankford Avenue (US-13) Pennypack Creek Philadelphia Philadelphia County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 3 0 0 1697 1893 Unknown 10 10 25 7.62 73 22.25 37 11.28 https://historicbridges.org/pennsylvania/frankford/little_dscf1596_small.jpg https://historicbridges.org/pennsylvania/frankford/little_dscf1596.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/frankford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043550,-75.020530
2715 Pentoga Road Bridge This pony truss, a locally rare bridge type, has had some unusual alterations. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 46.001820 -88.500840 Pentoga Road (Cherry Avenue) Brule River Pentoga Iron County, Michigan and Florence County, Wisconsin Michigan and Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1924 1988 Unknown 5 7 60 18.29 64 19.51 16 4.88 https://historicbridges.org/wisconsin/bruleriverpentogaroadcherryavenue/little_bruleriverpentogaroadcherryavenue_3186_small.jpg https://historicbridges.org/wisconsin/bruleriverpentogaroadcherryavenue/little_bruleriverpentogaroadcherryavenue_3186.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bruleriverpentogaroadcherryavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.001820,-88.500840
2717 ! Perry Street Bridge This technologically significant truss bridge is a rare surviving bridge by the noteworthy Morse Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 41.622780 -79.676940 Perry Street Oil Creek Titusville Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1881 1994 Morse Bridge Company of Youngstown, Ohio 7 8 123 37.49 130 39.62 17.4 5.3 https://historicbridges.org/truss/tsperry/little_pict7140_small.jpg https://historicbridges.org/truss/tsperry/little_pict7140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/tsperry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.622780,-79.676940
2719 Perth Street Bridge This is an odd little plate girder with wooden approach spans. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.378310 -80.726230 Perth Street Railroad (Canadian National) Wilmot Township (New Hamburg) Waterloo Region, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 3 0 0 130.6 39.81 21 6.4 https://historicbridges.org/ontario/perthst/bkg_newhamburg01_small.jpg https://historicbridges.org/ontario/perthst/newhamburg01.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/perthst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.378310,-80.726230
2720 Peshekee River Railroad Bridge This is a plate girder with two fairly large spans. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.527610 -88.004570 Railroad (Duluth, South Shore, and Atlantic) Peshekee River Rural Marquette County, Michigan Michigan United States Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 2 5 0 0 0 0 0 0 https://historicbridges.org/michigan/peshekeeriverrrbridge/little_peshekeeriverrrbridge_4760_small.jpg https://historicbridges.org/michigan/peshekeeriverrrbridge/little_peshekeeriverrrbridge_4760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/peshekeeriverrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.527610,-88.004570
2721 Peshtigo Northern Railroad Bridge This bridge is an unusual example of a multi-span railroad pony truss. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.052850 -87.746150 Railroad (Rail-Trail) Peshtigo River Peshtigo Marinette County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 4 4 0 0 1905 0 Unknown 7 7 95 28.96 330 100.58 0 0 https://historicbridges.org/wisconsin/peshtigorrbridgenorth/little_peshtigorrbridgenorth_2531_small.jpg https://historicbridges.org/wisconsin/peshtigorrbridgenorth/little_peshtigorrbridgenorth_2531.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/peshtigorrbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.052850,-87.746150
2723 Peterborough Lift Lock While not a bridge this amazing structure was built by a bidge company and it has details similar to a metal truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected pony truss, movable: vertical lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Richard Birdsall Rogers. 44.307990 -78.300410 Trent-Severn Waterway Trent-Severn Waterway and Hunter Street Peterborough Peterborough County, Ontario Ontario Canada Metal Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 1 1904 0 Dominion Bridge Company of Montréal, Québec Richard Birdsall Rogers 9 9 0 0 141.1 43.01 32.8 10 https://historicbridges.org/ontario/peterboroughliftlock/little_img_6497_small.jpg https://historicbridges.org/ontario/peterboroughliftlock/little_img_6497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughliftlock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.307990,-78.300410
2726 Peterson Bridge M-37 Pine River Bridge A large, high-level deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 44.204167 -85.800833 M-37 (Grandview Highway) Pine River Rural Wexford County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 3 0 0 1947 0 Walter Toebe Company Michigan State Highway Department 4 5 122 37.19 325 99.06 35 10.67 https://historicbridges.org/michigan/peterson/little_dscf4096_small.jpg https://historicbridges.org/michigan/peterson/little_dscf4096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/peterson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.204167,-85.800833
2727 Peterson Ford Bridge Granville Bridge, Delaware County Bridge 45 This bridge is one of only a couple known surviving examples of a Pegram style truss marketed as a High Triangular truss. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 40.313010 -85.306540 CR-850 North (Gregory Road) Mississinewa River Rural Delaware County, Indiana Indiana United States Metal Pegram Pin-Connected Through Truss Fixed 12 1 0 0 1902 1985 Indiana Bridge Company of Muncie, Indiana 9 9 178 54.25 183 55.78 15.7 4.79 https://historicbridges.org/indiana/petersonfordbridge/little_petersonfordbridge2405_small.jpg https://historicbridges.org/indiana/petersonfordbridge/little_petersonfordbridge2405.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/petersonfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.313010,-85.306540
2729 Mitchell Street Bridge Petoskey Bridge A massive concrete t-beam bridge with beautiful design details, this is truly a unique bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by Whitney Brothers. The bridge was primarily designed by Michigan State Highway Department. 45.373889 -84.960278 US-31 and M-68 (Mitchell Street) Bear Creek Petoskey Emmet County, Michigan Michigan United States Concrete T-Beam Fixed 0 7 0 0 1930 0 Whitney Brothers Michigan State Highway Department 6 6 45 13.72 264.8 80.71 40 12.19 https://historicbridges.org/michigan/petoskey/little_dscf4677_small.jpg https://historicbridges.org/michigan/petoskey/little_dscf4677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/petoskey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.373889,-84.960278
2730 L Phalen Park Arch Bridge This bridge has a long history of being severely altered and changed, but is still interesting to take note of. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota. 44.991220 -93.060970 Pedestrian Walkway Keller Creek St. Paul Ramsey County, Minnesota Minnesota United States Concrete Deck Arch Fixed 0 1 Concrete Slab Fixed 0 2 1910 2011 Unknown Claude Allen Porter Turner of Minneapolis, Minnesota 4 4 55 16.76 124 37.8 27.6 8.41 https://historicbridges.org/minnesota/phalenparkarch/little_phalenparkarch4031_small.jpg https://historicbridges.org/minnesota/phalenparkarch/little_phalenparkarch4031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/phalenparkarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.991220,-93.060970
2731 Phalen Park Overpass This is a small concrete box overpass for pedestrians. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 44.990290 -93.057420 Pedestrian Walkway Pedestrian Walkway St. Paul Ramsey County, Minnesota Minnesota United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/minnesota/phalenparkoverpass/little_phalenparkoverpass3931_small.jpg https://historicbridges.org/minnesota/phalenparkoverpass/little_phalenparkoverpass3931.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/phalenparkoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.990290,-93.057420
2732 Phalen Park Truss Bridge Both of unusual design and unusual beauty, this preserved bridge is a unique variety of bedstead truss. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by St. Paul Foundry Company of St. Paul, Minnesota. 44.990440 -93.057740 Pedestrian Walkway Keller Creek Channel St. Paul Ramsey County, Minnesota Minnesota United States Metal Pratt Rivet-Connected Bedstead Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 1906 0 St. Paul Foundry Company of St. Paul, Minnesota 8 8 60 18.29 92.5 28.19 29 8.84 https://historicbridges.org/minnesota/phalenparktruss/little_phalenparktruss3976_small.jpg https://historicbridges.org/minnesota/phalenparktruss/little_phalenparktruss3976.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/phalenparktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.990440,-93.057740
2734 Philadelphia and Reading Railroad Bridge An amazing bridge, this extremely long bridge has attractive and fairly tall arch spans. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by James McGraw Company of Philadelphia, Pennsylvania. 40.251170 -76.881470 Railroad (Norfolk Southern) Susquehanna River Harrisburg Cumberland County, Pennsylvania and Dauphin County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 51 0 0 1924 0 James McGraw Company of Philadelphia, Pennsylvania 8 8 66 20.12 3507.7 1069.15 0 0 https://historicbridges.org/pennsylvania/philadelphia_reading_rr/little_pict4259_small.jpg https://historicbridges.org/pennsylvania/philadelphia_reading_rr/little_pict4259.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/philadelphia_reading_rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.251170,-76.881470
2736 Phoenix Park Bridge This bridge is noteworthy for its rare railroad Whipple truss span and patented design details. The technical description of the main or most noteworthy span of the bridge is a 232 ft (70.71 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by American Bridge Works of Chicago, Illinois. 44.813070 -91.505420 Railroad (Chippewa River State Rail-Trail) Chippewa River Eau Claire Eau Claire County, Wisconsin Wisconsin United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 16 1 Metal Pratt Pin-Connected Through Truss Fixed 10 2 1876 1903 American Bridge Works of Chicago, Illinois 8 8 232 70.71 526 160.32 0 0 https://historicbridges.org/wisconsin/phoenixparktrail/little_addphoenixpark_0868_small.jpg https://historicbridges.org/wisconsin/phoenixparktrail/little_addphoenixpark_0868.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/phoenixparktrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.813070,-91.505420
2737 Phoenixville Iron Bridge Even among other Phoenix column bridges, this example stands out as special, plus it is part of the former Phoenixville Iron Works. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.135670 -75.517540 Pedestrian Walkway French Creek Phoenixville Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 96 29.26 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvilleironbridge/little_phoenixvilleironbridge004_small.jpg https://historicbridges.org/pennsylvania/phoenixvilleironbridge/little_phoenixvilleironbridge004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleironbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.135670,-75.517540
2738 Phoenixville Ironworks Foot Bridge An abandoned treasure, this is an extremely unusual bridge on account of its construction details. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.134890 -75.513460 Pedestrian Walkway French Creek Phoenixville Chester County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvilleironworkspedfrenchcreek/little_phoenixvilleironpedfrenchcreek004_small.jpg https://historicbridges.org/pennsylvania/phoenixvilleironworkspedfrenchcreek/little_phoenixvilleironpedfrenchcreek004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleironworkspedfrenchcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134890,-75.513460
2739 Phoenixville Ironworks Railroad Bridge Passing over the creek on a curve, this is an abandoned railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.134130 -75.520780 Railroad (Abandoned) French Creek Phoenixville Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvilleironworksfrenchcreek/little_phoenixvilleironrr002_small.jpg https://historicbridges.org/pennsylvania/phoenixvilleironworksfrenchcreek/little_phoenixvilleironrr002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleironworksfrenchcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134130,-75.520780
2740 Phoenixville Main Street Bridge A skewed plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.137010 -75.515950 Railroad (Pennsylvania Railroad) Main Street Phoenixville Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvillemainstprr/little_phoenixvillemainstprr001_small.jpg https://historicbridges.org/pennsylvania/phoenixvillemainstprr/little_phoenixvillemainstprr001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillemainstprr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.137010,-75.515950
2741 Pickering Creek Railroad Bridge This bridge is both curved and has a grade, making it unusual among railroad bridges. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Carnegie Steel Company of Pittsburgh, Pennsylvania. 40.105580 -75.529990 Railroad (Pennsylvania Railroad) Pickering Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 15 0 0 1897 1913 Carnegie Steel Company of Pittsburgh, Pennsylvania 5 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pickeringcreektrestle/little_pickeringcreektrestle006_small.jpg https://historicbridges.org/pennsylvania/pickeringcreektrestle/little_pickeringcreektrestle006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pickeringcreektrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.105580,-75.529990
2742 Pickering Road Bridge This truss bridge was replaced with a stringer, but the truss webs were attached to the new bridge as decorations. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.101360 -75.571160 Pickering Road Pickering Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1894 1999 John Denithorne and Sons of Phoenixville, Pennsylvania 6 6 80 24.38 83 25.3 13.5 4.11 https://historicbridges.org/pennsylvania/chester178davis/little_bridge178davis13_small.jpg https://historicbridges.org/pennsylvania/chester178davis/little_bridge178davis13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester178davis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.101360,-75.571160
2745 ! Pike Street Bridge This bridge is the oldest surviving bridge built by a known engineer in the county. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by William Pickett and Company. The bridge was primarily designed by Chaney and Armstrong. 40.248520 -80.210600 Pike Street (PA-1009) Chartiers Run Houston Washington County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 William Pickett and Company Chaney and Armstrong 6 6 60 18.29 60 18.29 26 7.92 https://historicbridges.org/pennsylvania/pikestreethouston/little_pikestreethouston0890_small.jpg https://historicbridges.org/pennsylvania/pikestreethouston/little_pikestreethouston0890.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pikestreethouston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.248520,-80.210600
2746 Pikeland Avenue Bridge One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by John Parker Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.167140 -75.548910 Pikeland Avenue (TR-467) Stony Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1916 0 John Parker Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 2 1 28 8.53 33 10.06 19.7 6 https://historicbridges.org/pennsylvania/bridge272reesesmill/little_bridge272reesesmill009_small.jpg https://historicbridges.org/pennsylvania/bridge272reesesmill/little_bridge272reesesmill009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge272reesesmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.167140,-75.548910
2747 Pikeland Road Bridge This is an attractive two span stone arch bridge with a brick ring. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.099790 -75.610200 Pikeland Road (TR-488) Pickering Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 2 0 0 1908 0 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 7 7 49 14.94 53.2 16.22 17.4 5.3 https://historicbridges.org/pennsylvania/chester222mckinleys/little_bridge22211_small.jpg https://historicbridges.org/pennsylvania/chester222mckinleys/little_bridge22211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester222mckinleys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.099790,-75.610200
2748 Pilltown Bridge A beautiful stone arch in a rural, wooded setting. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) stone Segmental deck arch, fixed. The bridge was primarily built by F. Bicchieri and Brothers. 40.171390 -79.014720 Commonwealth Road (PA-4033) Roaring Run Pilltown (Rural) Somerset County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1908 2010 F. Bicchieri and Brothers 6 6 32.2 9.81 33 10.06 12.5 3.81 https://historicbridges.org/pennsylvania/pilltown/bkg_swpenn1385_small.jpg https://historicbridges.org/pennsylvania/pilltown/swpenn073369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pilltown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.171390,-79.014720
2749 Pine City Bridge Pennsylvania Avenue Bridge Located near Pennsylvania, this bridge demonstrates the clear difference in transportation policy in New York. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.033340 -76.877150 CR-69 Seeley Creek Pine City Chemung County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1938 2005 Unknown New York State Department of Public Works 5 5 210 64.01 215 65.53 22 6.71 https://historicbridges.org/newyork/cr69/main_small.jpg https://historicbridges.org/newyork/cr69/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr69/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.033340,-76.877150
2750 Pineground Bridge Thunder Bridge This bypassed bridge is the only lenticular through truss in the state, and is an example of hisoric bridge preservation at its best. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 43.257340 -71.369570 Depot Road (Old Alignment) Suncook River Chichester Merrimack County, New Hampshire New Hampshire United States Metal Lenticular Pin-Connected Through Truss Fixed 6 1 0 0 1887 2007 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 96 29.26 0 0 15 4.57 https://historicbridges.org/newhampshire/pinegroundthunder/little_p1510672_small.jpg https://historicbridges.org/newhampshire/pinegroundthunder/little_p1510672.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/pinegroundthunder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.257340,-71.369570
2752 Pine Hill Road Bridge This pony truss is located just down the road from a tiny stone arch, making for a historic section of road. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.598400 -74.904880 Pine Hill Road (Camp Buck Road) South Branch Raritan River Sunnyside Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 2 0 0 1900 1983 Unknown 6 4 44 13.41 92 28.04 11.8 3.6 https://historicbridges.org/newjersey/pinehill_campbuck/little_pict5037_small.jpg https://historicbridges.org/newjersey/pinehill_campbuck/little_pict5047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pinehill_campbuck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.598400,-74.904880
2754 Pine Street Bridge Bridge E-232 An attractive plate steel arch with v-laced spandrels in downtown Lockport. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 43.170970 -78.692980 Pine Street Erie Canal (New York State Barge Canal) Lockport Niagara County, New York New York United States Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 1901 1974 Unknown 7 7 175 53.34 176.8 53.89 39.7 12.1 https://historicbridges.org/other/pine/little_img_0055_small.jpg https://historicbridges.org/other/pine/little_img_0055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/pine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.170970,-78.692980
2755 Pine Street Bridge Although a late example of its type, this bridge features highly decorative railings and is a long bridge. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by G. A. and F.M. Wagman Company of York, Pennsylvania. The bridge was primarily designed by G. Edwin Pidcock Company. 40.652610 -75.478130 Pine Street Lehigh River and Railroad Catasauqua and Whitehall Lehigh County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Deck Truss Fixed 8 2 Metal Stringer (Multi-Beam) Fixed 0 12 1953 0 G. A. and F.M. Wagman Company of York, Pennsylvania G. Edwin Pidcock Company 5 4 152 46.33 1167 355.7 24 7.32 https://historicbridges.org/pennsylvania/pine/little_img_20191102_151025_small.jpg https://historicbridges.org/pennsylvania/pine/little_img_20191102_151025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.652610,-75.478130
2757 Pine Street Bridge One of three lenticular truss bridges in Homer, this is the longest single span. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). 42.636130 -76.176640 Pine Street West Branch Tioughnioga River Homer Cortland County, New York New York United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 1878 1988 Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) 9 9 72 21.95 72 21.95 10.8 3.29 https://historicbridges.org/newyork/pine/bkg_newyork612_small.jpg https://historicbridges.org/newyork/pine/newyork1811.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.636130,-76.176640
2758 Piney Fork Private Bridge This bridge is the best and extremely rare remaining example of a truly unique design of small-span bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Inverted Kingpost pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.204872 -80.776506 Private Drive Piney Fork Rural Jefferson County, Ohio Ohio United States Metal Inverted Kingpost Rivet-Connected Pony Truss Fixed 2 1 Wood Stringer (Multi-Beam) 0 1 0 0 Canton Bridge Company of Canton, Ohio 8 8 0 0 0 0 0 0 https://historicbridges.org/ohio/piney/little_dscf8701_small.jpg https://historicbridges.org/ohio/piney/little_dscf8701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/piney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.204872,-80.776506
2760 Pinhook Bridge Putnam County Bridge 139 One of two similar bridges in Putnam County that are extremely long examples of a pin-connected Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 39.678730 -86.811900 CR-125 North (CR-100 North) Big Walnut Creek Rural Putnam County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1913 1984 Vincennes Bridge Company of Vincennes, Indiana 7 7 160 48.77 162 49.38 15.4 4.69 https://historicbridges.org/indiana/pinhook/little_dscf5168_small.jpg https://historicbridges.org/indiana/pinhook/little_dscf5168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pinhook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.678730,-86.811900
2761 Pithole Creek Bridge The extremely rare bowstring trusses of this 1870s bridge are today mounted on a two-span load-bearing steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is on private property, but is open to the public who is allowed to park on the nearby public road and walk back to the bridge for fishing. 41.551650 -79.540180 Private Driveway Pithole Creek Rural Venango County, Pennsylvania Pennsylvania United States This bridge is on private property, but is open to the public who is allowed to park on the nearby public road and walk back to the bridge for fishing. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 8 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pitholeroadprivate/little_pitholeroadprivate0564_small.jpg https://historicbridges.org/pennsylvania/pitholeroadprivate/little_pitholeroadprivate0564.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pitholeroadprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.551650,-79.540180
2762 Pittsburgh and Ohio Central Railroad Bridge This railroad truss has good historic integrity and would be very beautiful if cleaned up. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.402390 -80.087710 Railroad (Pittsburgh and Ohio Central) Chartiers Creek Carnegie Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/carnegierr1/little_img_2732_small.jpg https://historicbridges.org/pennsylvania/carnegierr1/little_img_2732.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carnegierr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402390,-80.087710
2764 Plank Road Bridge This small Pratt pony truss was retrofitted with large beams. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.632500 -80.043610 Plank Road (TR-517) Little Sugar Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1895 1993 Unknown 6 5 39 11.89 41 12.5 13.5 4.11 https://historicbridges.org/pennsylvania/plank/little_pict7629_small.jpg https://historicbridges.org/pennsylvania/plank/little_pict7629.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/plank/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.632500,-80.043610
2765 Planter Road Bridge This is a rare example of a Michigan highway through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 46.513240 -89.970620 Planter Road Jackson Creek Planter (Rural) Gogebic County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1923 0 American Bridge Company of New York, New York 5 6 49 14.94 51.8 15.79 20 6.1 https://historicbridges.org/michigan/planter/bkg_IMG_011134_small.jpg https://historicbridges.org/michigan/planter/IMG_0111.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/planter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.513240,-89.970620
2766 Platform Bridge This is a rare rainbow arch bridge that has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 38.050300 -122.759870 Old Sir Francis Drake Boulevard (Cross Marin Trail) Lagunitas Creek Rural Marin County, California California United States Concrete Rainbow Through Arch Fixed 0 1 Concrete Stringer (Multi-Beam) Fixed 0 5 1927 1929 Unknown 7 7 96 29.26 176 53.64 20 6.1 https://historicbridges.org/california/oldsirfrancisdrakeblvd/little_day5_oldsirfrancisdrakeblvdbridge06650_small.jpg https://historicbridges.org/california/oldsirfrancisdrakeblvd/little_day5_oldsirfrancisdrakeblvdbridge06650.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/oldsirfrancisdrakeblvd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.050300,-122.759870
2768 Plattsville Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 74.7 ft (22.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.229850 -73.238730 Plattsville Road Merritt Parkway (CT-15) Trumbull Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Mariani Construction Company of New Haven, Connecticut 6 6 74.7 22.77 76 23.16 30 9.14 https://historicbridges.org/connecticut/plattsville/little_img_2400_small.jpg https://historicbridges.org/connecticut/plattsville/little_img_2400.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/plattsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.229850,-73.238730
2770 Pleasant Avenue Bridge A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 31.5 ft (9.6 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.950310 -93.283000 Pleasant Avenue Railroad (Midtown Greenway Rail-Trail) Minneapolis Hennepin County, Minnesota Minnesota United States Concrete T-Beam Fixed 0 3 0 0 1913 0 Unknown 4 6 31.5 9.6 94.2 28.71 30 9.14 https://historicbridges.org/minnesota/midtowngreenwaypleasantave/little_midtowngreenwaypleasantave2895_small.jpg https://historicbridges.org/minnesota/midtowngreenwaypleasantave/little_midtowngreenwaypleasantave2895.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwaypleasantave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950310,-93.283000
2771 Pleasant Valley Road Bridge Retaining moderate historic integrity, this bridge was rehabbed and galvanized instead of painted. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.589640 -81.402620 Pleasant Valley Road (CR-85) Chagrin River Rural Lake County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1881 2009 Wrought Iron Bridge Company of Canton, Ohio 7 8 163 49.68 167 50.9 15.4 4.69 https://historicbridges.org/ohio/pleasantvalley/little_img_5264_small.jpg https://historicbridges.org/ohio/pleasantvalley/little_img_5264.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pleasantvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589640,-81.402620
2772 Pleasant View Bridge With an uncommon curve, this bridge is significant for association with Depression programs and also represents a standard plan. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.503400 -80.902160 WV-18 Point Pleasant Creek Middlebourne Tyler County, West Virginia West Virginia United States Metal Stringer (Multi-Beam) Fixed 8 3 0 0 1939 0 Unknown 4 4 60 18.29 176 53.64 24 7.32 https://historicbridges.org/wvirginia/wv18/bkg_07march440_small.jpg https://historicbridges.org/wvirginia/wv18/07march1189.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wv18/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.503400,-80.902160
2773 Pleasant View Road Bridge Iowa Bridge Number 348390 A traditional and attractive truss bridge turns a simple rural road into something special. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.354730 -91.676280 Pleasant View Road Canoe Creek Rural Winneshiek County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1908 0 Unknown 7 6 150 45.72 154.2 47 15.7 4.79 https://historicbridges.org/iowa/pleasantview/little_dscf5524_small.jpg https://historicbridges.org/iowa/pleasantview/little_img_1488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/pleasantview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.354730,-91.676280
2775 Plymouth Railroad Bridge Pennsylvania Railroad Yellow River Bridge This massive pony truss is an extremely early example of a bridge built by the American Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.338520 -86.309960 Railroad (Soo Line) Yellow River Plymouth Marshall County, Indiana Indiana United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1902 0 American Bridge Company of New York, New York 6 7 0 0 0 0 0 0 https://historicbridges.org/indiana/plymouthrr/little_p1380594_small.jpg https://historicbridges.org/indiana/plymouthrr/little_p1380594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/plymouthrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.338520,-86.309960
2776 Plymouth Road Hines Drive Bridge This is one of three surviving pre-1940 rigid-frame bridges within the River Rouge parkways. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.376240 -83.455110 Plymouth Road Hines Drive Plymouth Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1934 0 Unknown 4 6 61 18.59 70 21.34 40 12.19 https://historicbridges.org/michigan/hinesplymouth/little_dscf5969_small.jpg https://historicbridges.org/michigan/hinesplymouth/little_dscf5969.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hinesplymouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.376240,-83.455110
2777 Plymouth Road River Rouge Bridge A good example of a Wayne County Road Commission designed arch bridge crossing a water body. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.376130 -83.454380 Plymouth Road Middle River Rouge Plymouth Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1934 0 Unknown 4 5 61 18.59 63 19.2 40 12.19 https://historicbridges.org/michigan/plymouthmiddlerouge/little_dscf5939_small.jpg https://historicbridges.org/michigan/plymouthmiddlerouge/little_dscf5939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/plymouthmiddlerouge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.376130,-83.454380
2778 Pobanz Road Bridge An unusually large number of lattice railing steel stringer remain in Huron County, and this is a typical example. The technical description of the main or most noteworthy span of the bridge is a 26.2 ft (7.99 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.699090 -83.316210 Pobanz Road Columbia Drain Rural Huron County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1927 0 Unknown 3 3 26.2 7.99 28 8.53 20 6.1 https://historicbridges.org/michigan/pobanz/main_small.jpg https://historicbridges.org/michigan/pobanz/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pobanz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.699090,-83.316210
2779 Poffenberger Road Bridge A truly rare and ancient bridge with distinctive details of its builder. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 39.381690 -77.571350 Poffenberger Road Catoctin Creek Rural Frederick County, Maryland Maryland United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 1 0 0 1878 2006 Penn Bridge Company of Beaver Falls, Pennsylvania 8 9 123 37.49 126 38.4 13.5 4.11 https://historicbridges.org/maryland/poffenberger/little_pict3787_small.jpg https://historicbridges.org/maryland/poffenberger/little_pict3761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/poffenberger/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.381690,-77.571350
2783 Point Reyes Petaluma Road Bridge Abandoned on old alignment, this is an unusual curved deck girder. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete deck girder, fixed. The bridge was primarily built by Unknown. 38.187860 -122.664670 Point Reyes Petaluma Road (Old Alignment) San Antonio Creek Rural Sonoma County, California and Marin County, California California United States Concrete Deck Girder Fixed 0 3 0 0 1919 0 Unknown 5 6 42 12.8 96 29.26 16 4.88 https://historicbridges.org/california/pointreyespetalumaroad/little_day5_pointreyespetalumaroad06755_small.jpg https://historicbridges.org/california/pointreyespetalumaroad/little_day5_pointreyespetalumaroad06755.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/pointreyespetalumaroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.187860,-122.664670
2791 Pond Creek Private Bridge Apparantly relocated, this is a heavilly altered pony truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.093250 -81.706520 Private Trail Pond Creek Rural Wood County, West Virginia West Virginia United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 2 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/wvirginia/pondcreek/bkg_07march372_small.jpg https://historicbridges.org/wvirginia/pondcreek/07march0968.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/pondcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.093250,-81.706520
2793 Pont Blanc Pont Salaberry A rare example of a rainbow arch, this large span is even more unusual for the use of overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Laflamme et Laflamme of Montréal, Québec. The bridge was primarily designed by MM. Beaulne et Léonard of Montréal, Québec. 45.257530 -74.123780 Rue des Érables Vieux Canal de Beauharnois Salaberry-de-Valleyfield Montérégie, Québec Québec Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1932 0 Laflamme et Laflamme of Montréal, Québec MM. Beaulne et Léonard of Montréal, Québec 8 8 130 39.62 130 39.62 25 7.62 https://historicbridges.org/quebec/erables/little_addvalleyfieldarch_6827_8_9vaa_small.jpg https://historicbridges.org/quebec/erables/little_addvalleyfieldarch_6827_8_9vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/erables/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.257530,-74.123780
2794 Pont Clark Clarks Bridge This beautiful rehabilitated bridge is one of the last surviving unique European-style bridges designed by Gérard Macquet The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Macquet Parabolic through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gérard Macquet. 46.949210 -71.486490 Boulevard Valcartier Rivièrre Jacques-Cartier Saint-Gabriel-de-Valcartier Capitale-Nationale, Québec Québec Canada Metal Macquet Parabolic Rivet-Connected Through Truss Fixed 0 1 0 0 1891 0 Unknown Gérard Macquet 9 10 192 58.52 192 58.52 0 0 https://historicbridges.org/quebec/clarksbridge/little_p1060143_small.jpg https://historicbridges.org/quebec/clarksbridge/little_p1060143.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/clarksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.949210,-71.486490
2795 Pont Curé Marchand Vieux Pont This impressive truss bridge was rehabilitated, with a significant number of members replaced with similar members. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Vallée. 45.887710 -72.482570 Rue du Pont Rivière Saint-François Drummondville Centre-du-Québec, Québec Québec Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 2 0 0 1922 2010 Dominion Bridge Company of Montréal, Québec Vallée 7 7 210 64.01 421.7 128.53 18 5.49 https://historicbridges.org/quebec/drummondville/little_p1070157_small.jpg https://historicbridges.org/quebec/drummondville/little_p1070157.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/drummondville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.887710,-72.482570
2796 Drummondville Pont Ferroviaire Drummondville Railway Bridge This railroad bridge displays an uncommon truss configuration and was built by a prolific company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.887080 -72.481820 Railroad (Via-Rail) Rivière Saint-François Drummondville Centre-du-Québec, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 12 3 Metal Deck Girder Fixed 0 2 1928 0 Dominion Bridge Company of Montréal, Québec 6 7 150 45.72 530 161.54 0 0 https://historicbridges.org/quebec/drummondvillerr/little_p1070162_small.jpg https://historicbridges.org/quebec/drummondvillerr/little_p1070162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/drummondvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.887080,-72.481820
2798 Pont Gilmour A rare pin-connected truss bridge with laced end posts that has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.052560 -74.182950 Montée Gilmore Rivièrre Châteauguay Rural Montérégie, Québec Québec Canada Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/quebec/gilmour/little_p1050837_small.jpg https://historicbridges.org/quebec/gilmour/little_p1050837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/gilmour/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.052560,-74.182950
2799 Ponte Hercílio Luz Hercilio Luz Bridge This extremely unusual suspension bridge is the last remaining connection to an important chapter of bridge history. The technical description of the main or most noteworthy span of the bridge is a 1113.8 ft (339.49 m) metal through truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Robinson and Steinman of New York, New York. -27.594010 -48.566070 Ponte Hercílio Luz Atlantic Ocean Florianópolis South Region, Brazil (Brasil) Santa Catarina Brazil (Brasil) Metal Through Truss Stiffening Eyebar Chain Suspension Fixed 0 1 0 8 1926 0 American Bridge Company of New York, New York Robinson and Steinman of New York, New York 10 10 1113.8 339.49 2688.6 819.49 0 0 https://historicbridges.org/brazil/pontehercilioluz/little_3421525278_1634523ee6ponteherclioluz_o_small.jpg https://historicbridges.org/brazil/pontehercilioluz/little_3421412890_897f294e18ponteherclioluz_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=brazil/pontehercilioluz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=-27.594010,-48.566070
2800 Pont Jean-de-Lalande Pont Masson This rare pin-connected camelback truss was restored using hot metal riveting and is one of the best restoration projects in Canada. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.257235 -74.126148 Pedestrian Walkway Vieux Canal de Beauharnois Salaberry-de-Valleyfield Montérégie, Québec Québec Canada Metal Camelback Pin-Connected Through Truss Fixed 8 1 0 0 1895 2011 Dominion Bridge Company of Montréal, Québec 8 8 160 48.77 160 48.77 16 4.88 https://historicbridges.org/quebec/jeandelalande/little_addvalleyfieldtruss_6488aa_small.jpg https://historicbridges.org/quebec/jeandelalande/little_addvalleyfieldtruss_6488aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/jeandelalande/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.257235,-74.126148
2803 Pont de la Rivière Fèves This pony truss bridge appears to be on old abandoned highway alignment. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.231510 -73.814380 Private Road Rivière Fèves Rural Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/quebec/feves/little_p1060093_small.jpg https://historicbridges.org/quebec/feves/little_p1060093.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/feves/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.231510,-73.814380
2804 Pont de la Rivière Hinchinbrooke More information is needed about this private bridge, which appears to be a very old and rare bridge. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 45.036010 -74.160670 Private Road Rivière Hinchinbrooke Rural Montérégie, Québec Québec Canada Metal Kingpost Pony Truss Fixed 2 1 0 0 0 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/quebec/kingpost/little_p1050881_small.jpg https://historicbridges.org/quebec/kingpost/little_p1050881.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/kingpost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.036010,-74.160670
2805 Pont Turcot Turcot Bridge No other bridge in North America is so strongly European in design; this internationally significant bridge has no equal on this continent. The technical description of the main or most noteworthy span of the bridge is a 251.3 ft (76.6 m) metal rivet-connected Macquet Parabolic through truss, fixed. The bridge was primarily built by International Engineering and Construction Company Limited of Braine-le-Comte, Belgium. The bridge was primarily designed by Gérard Macquet. 45.198300 -73.863540 Montée Turcot Rivière Châteauguay Howick Montérégie, Québec Québec Canada Metal Macquet Parabolic Rivet-Connected Through Truss Fixed 0 1 0 0 1889 0 International Engineering and Construction Company Limited of Braine-le-Comte, Belgium Gérard Macquet 10 10 251.3 76.6 263.5 80.31 16.3 4.97 https://historicbridges.org/quebec/turcot/little_addpontturcot_7655aa_small.jpg https://historicbridges.org/quebec/turcot/little_addpontturcot_7655aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/turcot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.198300,-73.863540
2806 Pont Turcotte This rare truss bascule bridge also has the design of a high level bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 46.041370 -73.117840 Route Marie-Victorin (QC-132) Rivière Richelieu Sorel-Tracy Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Rivet-Connected Deck Truss Fixed 7 12 1932 2001 Dominion Bridge Company of Montréal, Québec 7 7 200 60.96 889 270.97 39.4 12.01 https://historicbridges.org/quebec/soreltracy/little_addsorel_3152_3_4vaa_small.jpg https://historicbridges.org/quebec/soreltracy/little_addsorel_3152_3_4vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/soreltracy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.041370,-73.117840
2807 Pontiac Drive Bridge A tiny concrete arch bridge with attractive balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.618750 -83.334520 Pontiac Drive Sylvan Lake Sylvan Lake Oakland County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 6 28 8.53 35.8 10.91 18 5.49 https://historicbridges.org/michigan/pontiacdrive/little_pontrd1_small.jpg https://historicbridges.org/michigan/pontiacdrive/little_pontrd1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pontiacdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.618750,-83.334520
2808 Ponus Ridge Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete rigid-frame, fixed. The bridge was primarily built by Mariani Construction Company of New Haven, Connecticut. 41.118980 -73.517590 Ponus Ridge Road Merritt Parkway (CT-15) Norwalk Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1937 0 Mariani Construction Company of New Haven, Connecticut 6 6 59 17.98 73.2 22.31 30.2 9.2 https://historicbridges.org/connecticut/ponusridge/little_img_2165_small.jpg https://historicbridges.org/connecticut/ponusridge/little_img_2165.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/ponusridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.118980,-73.517590
2809 Pope Street Bridge This is one of the oldest, largest, and most impressive of Napa County's many beautiful historic stone arch bridges. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) stone Segmental deck arch, fixed. The bridge was primarily built by R. H. Pithie of St. Helena, California. 38.511280 -122.455890 Pope Street Napa River Rural Napa County, California California United States Stone Segmental Deck Arch Fixed 0 3 0 0 1894 0 R. H. Pithie of St. Helena, California 8 8 50 15.24 176.8 53.89 18.4 5.61 https://historicbridges.org/california/popestreet/little_day5_popestreetbridge06787_small.jpg https://historicbridges.org/california/popestreet/little_day5_popestreetbridge06787.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/popestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.511280,-122.455890
2812 Portageview Road Bridge A scenic pin connected pony truss appears to be doomed. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 41.272940 -83.515750 Portageview Road South View Portage River Rural Wood County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1895 0 Massillon Bridge Company of Massillon, Ohio 6 6 68 20.73 69 21.03 15.4 4.69 https://historicbridges.org/ohio/portageview/little_pict0119_small.jpg https://historicbridges.org/ohio/portageview/little_pict0119.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/portageview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.272940,-83.515750
2813 Port Clinton Bridge This is a beautiful, well-decorated, and rare example of a highway bascule bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by A. Bentley and Sons of Toledo, Ohio and R. C. Mahon Company of Detroit, Michigan. The bridge was primarily designed by Ohio State Highway Department. 41.515180 -82.943000 OH-163 (Lakeshore Drive, Monroe Street) Portage River Port Clinton Ottawa County, Ohio Ohio United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Variable Depth Deck Girder Fixed 0 2 1933 2007 A. Bentley and Sons of Toledo, Ohio and R. C. Mahon Company of Detroit, Michigan Ohio State Highway Department 7 8 99 30.18 344 104.85 40 12.19 https://historicbridges.org/ohio/portclinton/little_p1630364_small.jpg https://historicbridges.org/ohio/portclinton/little_p1630364.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/portclinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.515180,-82.943000
2814 Port Clinton Railroad Bridge This unusual four track bascule bridge, the first of its kind, has plate girders that assist the truss. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Baltimore through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.515660 -82.963640 Railroad (Norfolk Southern and Amtrak) Portage River Port Clinton Ottawa County, Ohio Ohio United States Metal Baltimore Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 Metal Deck Girder Fixed 0 3 1915 0 Pennsylvania Steel Company of Steelton, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 118 35.97 0 0 0 0 https://historicbridges.org/ohio/portclintonrr/little_p1630319_small.jpg https://historicbridges.org/ohio/portclintonrr/little_p1630319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/portclintonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.515660,-82.963640
2815 Port Colborne Railway Bridge This abandoned bridge is a reminder of both a former canal alignment and a former railway line. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: swing, Rim Bearing. The bridge was primarily built by Unknown. 42.887260 -79.249490 Railroad (Abandoned Canadian National) Old Welland Canal Port Colborne Niagara Region, Ontario Ontario Canada Metal Through Girder Movable: Swing Rim Bearing 0 1 0 0 0 0 Unknown 6 7 150 45.72 150 45.72 0 0 https://historicbridges.org/ontario/portcolbornerailway/little_p1420069_small.jpg https://historicbridges.org/ontario/portcolbornerailway/little_p1420069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcolbornerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887260,-79.249490
2817 Port Crescent Road Bridge Fire Trail Bridge One of Michigan's most historically intact truss bridges, this bridge is the last through truss in the Thumb of Michigan. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Michigan Bridge and Pipe Company of Lansing, Michigan. 44.002080 -83.056270 Port Crescent Road Old Pinnebog River Port Crescent (Rural) Huron County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Michigan Bridge and Pipe Company of Lansing, Michigan 7 9 98 29.87 98 29.87 14 4.27 https://historicbridges.org/michigan/portcrescent/hbmebridges1503_small.jpg https://historicbridges.org/michigan/portcrescent/hbmebridges1451.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/portcrescent/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.002080,-83.056270
2818 Port Inland Road Bridge A remnant of the trunk line past of this road, this bridge is a good example of a steel stringer with balustrade railings. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Perkins Bridge and Supply Company. 45.972360 -85.895400 Port Inland Road (CR-432) Milakokia River Rural Schoolcraft County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 Perkins Bridge and Supply Company 2 2 60 18.29 63 19.2 30.8 9.39 https://historicbridges.org/michigan/cr432/little_cr432_0319_small.jpg https://historicbridges.org/michigan/cr432/little_cr432_0319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr432/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.972360,-85.895400
2820 Port Royal Bridge Port Royal Viaduct This bridge is a long multi-span example of its type and also is part of a larger and truly unique viaduct. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by J. H. Wickersham. The bridge was primarily designed by Pennsylvania State Highway Department. 40.534870 -77.381520 Market Street (PA-75) Juniata River and First Street Port Royal Juniata County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 4 Metal Through Girder Fixed 0 4 1937 1975 J. H. Wickersham Pennsylvania State Highway Department 6 7 223 67.97 1087 331.32 23 7.01 https://historicbridges.org/pennsylvania/portroyal/little_img_5645_small.jpg https://historicbridges.org/pennsylvania/portroyal/little_img_5645.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portroyal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.534870,-77.381520
2821 Port Royal Railroad Overpass Port Royal Viaduct This bridge is an early arch bridge and associated with Pennsylvania Railroad and also is part of a larger and truly unique viaduct. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.533860 -77.383920 Market Street (PA-75) Railroad (Norfolk Southern) Port Royal Juniata County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 7 7 76 23.16 87 26.52 24.3 7.41 https://historicbridges.org/pennsylvania/portroyalarch/little_dscf2796_small.jpg https://historicbridges.org/pennsylvania/portroyalarch/little_dscf2796.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portroyalarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.533860,-77.383920
2822 L Port Severn Bridge Bridge 60 This bridge has a series of concrete t-beam approach spans, but the original riveted swing span was demolished and replaced. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.803700 -79.720370 Port Severn Road Bridge Trent-Severn Waterway Port Severn Simcoe County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Movable: Swing 8 1 Concrete T-Beam Fixed 0 9 1915 0 Hamilton Bridge Company of Hamilton, Ontario 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/portsevern/little_p1570117_small.jpg https://historicbridges.org/ontario/portsevern/little_p1570117.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portsevern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.803700,-79.720370
2823 Port Stanley Railway Bridge A traditionally composed and unaltered railway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 42.671420 -81.216920 Railroad (London and Port Stanley) Kettle Creek Port Stanley Elgin County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Canadian Bridge Company of Walkerville, Ontario 6 6 165 50.29 165 50.29 0 0 https://historicbridges.org/ontario/portstanley/little_brg_9477_8_9v_small.jpg https://historicbridges.org/ontario/portstanley/little_brg_9477_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portstanley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.671420,-81.216920
2824 Port Watson Street Bridge This standard plan truss makes an excellent historic gateway into the city of Cortland. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.598400 -76.158280 Port Watson Street (US-11) Tioughnioga River Cortland Cortland County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1933 1995 Unknown New York State Department of Public Works 5 5 190 57.91 196 59.74 30 9.14 https://historicbridges.org/newyork/cortland/bkg_newyork603_small.jpg https://historicbridges.org/newyork/cortland/newyork1780.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cortland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.598400,-76.158280
2825 Portal Bridge This unusual bridge was designed with aesthetics in mind for the sake of the park it crosses over. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). 40.441450 -80.008960 I-279 Point State Park Walkway Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1968 2002 Unknown Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) 5 5 182 55.47 186 56.69 154 46.94 https://historicbridges.org/pennsylvania/pointstatepark/little_p1230135_small.jpg https://historicbridges.org/pennsylvania/pointstatepark/little_p1230135.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pointstatepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.441450,-80.008960
2826 Porter Island Bridge This beautiful bridge is a rare and outstanding multi-span example of 19th Century metal bridge construction in Ontario. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.436780 -75.680680 Island Lodge Road (Abandoned Alignment) Rideau River Ottawa Ottawa City, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1894 0 Dominion Bridge Company of Montréal, Québec 8 9 126 38.4 252 76.81 0 0 https://historicbridges.org/ontario/porter/little_p1050173_small.jpg https://historicbridges.org/ontario/porter/little_p1050173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/porter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.436780,-75.680680
2828 Bridge Street Bridge Veterans Memorial Bridge This beautifully preserved bridge still serves as a gateway into the historic downtown of Portland. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.869820 -84.904020 Bridge Street Grand River Portland Ionia County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1890 1990 Groton Bridge Company of Groton, New York 8 8 105 32 210 64.01 15 4.57 https://historicbridges.org/truss/portland/little_mar22_5709_small.jpg https://historicbridges.org/truss/portland/little_mar22_5709.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/portland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.869820,-84.904020
2829 Portland Avenue Bridge A representative example of over twenty historic bridges that are part of the Chicago Milwaukee and St. Paul Railroad Grade Separation Historic District The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.950360 -93.267710 Portland Avenue Railroad (Midtown Greenway Rail-Trail) Minneapolis Hennepin County, Minnesota Minnesota United States Concrete T-Beam Fixed 0 3 0 0 1914 0 Unknown 4 6 31.8 9.69 94.2 28.71 39 11.89 https://historicbridges.org/minnesota/midtowngreenwayportlandave/little_midtowngreenwayportlandave2820_small.jpg https://historicbridges.org/minnesota/midtowngreenwayportlandave/little_midtowngreenwayportlandave2820.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/midtowngreenwayportlandave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.950360,-93.267710
2830 Portland Railroad Bridge Resting on an 1880 substructure, this is a two span pin connected railroad bridge that is now part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 42.873300 -84.902140 Railroad (Portland Riverwalk Rail-Trail) (Former Pere Marquette) Grand River Portland Ionia County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1899 0 Detroit Bridge and Iron Works of Detroit, Michigan 6 7 165 50.29 330 100.58 15 4.57 https://historicbridges.org/truss/portlandrr/little_mar22_5505_small.jpg https://historicbridges.org/truss/portlandrr/little_mar22_5565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/portlandrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.873300,-84.902140
2833 Potter Road Bridge One of a couple curved t-beams that survive with original railings in northern Michigan. The technical description of the main or most noteworthy span of the bridge is a 22.8 ft (6.95 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. 45.723020 -84.728450 Potter Road I-75 Rural Cheboygan County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Johnson-Greene Company Michigan State Highway Department 2 3 22.8 6.95 240.8 73.4 24 7.32 https://historicbridges.org/michigan/potter/little_p1310399_small.jpg https://historicbridges.org/michigan/potter/little_p1310399.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/potter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.723020,-84.728450
2834 Pottery Road Bridge This busy bridge had a modern bridge built next to it, forming a one-way couplet to increase the number of lanes for the road. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by R. H. McGregor Construction Company. 43.688510 -79.362220 Pottery Road (Southbound) Don River Toronto Toronto City, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 R. H. McGregor Construction Company 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/potteryroad/little_potteryroad1607_small.jpg https://historicbridges.org/ontario/potteryroad/little_potteryroad1607.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/potteryroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.688510,-79.362220
2835 Potomac Edison Company Bridge This is a unique example of a small scale vertical lift bridge, designed to accomodate a tow path. The technical description of the main or most noteworthy span of the bridge is a 41.3 ft (12.59 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by New York Central Iron Works of Hagerstown, Maryland. The bridge was primarily designed by Sanderson and Porter of New York, New York. 39.599590 -77.826680 Railroad (Abandoned Western Maryland Railway) Chesapeake and Ohio Canal Williamsport Washington County, Maryland Maryland United States Metal Through Girder Movable: Vertical Lift Tower Drive 0 1 0 0 1923 0 New York Central Iron Works of Hagerstown, Maryland Sanderson and Porter of New York, New York 8 8 41.3 12.59 80.6 24.57 17.1 5.21 https://historicbridges.org/maryland/williamsport_lift/little_p1210552_small.jpg https://historicbridges.org/maryland/williamsport_lift/little_p1210552.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/williamsport_lift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599590,-77.826680
2837 Powers Highway Bridge An extremely rare example of an unusual light-weight truss design used in the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.454420 -84.806760 Powers Highway Battle Creek River Rural Eaton County, Michigan Michigan United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1910 0 Unknown 7 7 25 7.62 28 8.53 16 4.88 https://historicbridges.org/truss/powers/little_pict3568_small.jpg https://historicbridges.org/truss/powers/little_pict3568.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/powers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.454420,-84.806760
2838 Powers Street Bridge This bridge is the sort of bridge that was built before the world of precast concrete boxes and large corrugated metal culverts. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.259720 -85.402500 Powers Street Clam River Cadillac Wexford County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 2 24 7.32 24 7.32 25 7.62 https://historicbridges.org/michigan/powersclam/little_powersstclamr3_small.jpg https://historicbridges.org/michigan/powersclam/little_powersstclamr3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/powersclam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.259720,-85.402500
2840 Preacher Road Bridge This unusual concrete encased through girder has substantial span lengths for this type. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. 39.891920 -80.226480 Preacher Road (TR-497) 10 Mile Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Through Girder Fixed 0 1 0 0 1915 1993 Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania 5 5 82 24.99 83 25.3 19.4 5.91 https://historicbridges.org/pennsylvania/preacherroad/little_preacherroad0860_small.jpg https://historicbridges.org/pennsylvania/preacherroad/little_preacherroad0860.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/preacherroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.891920,-80.226480
2843 Presque Isle Ore Dock Bridge Lake Superior and Ishpeming Railroad Ore Dock Bridge This bridge with its attractive bent over Lake Shore Boulevard leads to an impressive ore dock. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal deck girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 46.580850 -87.389920 Railroad (Lake Superior and Ishpeming Railroad) Lake Shore Boulevard Marquette Marquette County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1912 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 7 7 38.7 11.8 600 182.88 0 0 https://historicbridges.org/michigan/oredock/little_oredock_5705_small.jpg https://historicbridges.org/michigan/oredock/little_oredock_5705.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oredock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.580850,-87.389920
2844 Pretoria Bridge This modern bridge lacks heritage value, but it does simulate important aspects of the previous unique vertical lift bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt railing-height truss, movable: vertical lift, Direct Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 45.411540 -75.683260 Pretoria Avenue Rideau Canal Ottawa Ottawa City, Ontario Ontario Canada Metal Pratt Rivet-Connected Railing-Height Truss Movable: Vertical Lift Direct Lift 0 1 Concrete Spread Box Beam Fixed 0 2 1981 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 0 0 95 28.96 200 60.96 44 13.41 https://historicbridges.org/ontario/pretoria/little_p1050096_small.jpg https://historicbridges.org/ontario/pretoria/little_p1050096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pretoria/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.411540,-75.683260
2845 Pretty Road Bridge Christopher James Campbell Bridge Appropriately, this is a pretty little bridge on Pretty Road! The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.740696 -82.315554 Pretty Road Black Creek St. Clair Township Lambton County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 2020 Unknown 6 7 83 25.3 84.8 25.85 16.4 5 https://historicbridges.org/truss/pretty/little_prettyadd_brg_7139_small.jpg https://historicbridges.org/truss/pretty/little_prettyadd_brg_7139.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/pretty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.740696,-82.315554
2847 Prince Edward Viaduct Bloor Street Viaduct, Don Section One of the largest and most well-known Toronto bridges, this unique bridge is one of the few crescent arch bridges in existance. The technical description of the main or most noteworthy span of the bridge is a 281.5 ft (85.8 m) metal three-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Thomas Taylor. 43.675310 -79.363220 Bloor Street and TTC Subway Don River, Don Valley Parkway, Railroad, and Bayview Avenue Toronto Toronto City, Ontario Ontario Canada Metal Braced Ribbed Three-Hinged Deck Arch Fixed 0 5 Concrete Closed Spandrel Deck Arch Fixed 0 1 1918 0 Hamilton Bridge Company of Hamilton, Ontario Thomas Taylor 9 10 281.5 85.8 1620 493.78 64.5 19.66 https://historicbridges.org/ontario/bloorstreetprinceedwardviaduct/little_bloorstreetprinceedwardviaduct1517_8_9_fusedd_small.jpg https://historicbridges.org/ontario/bloorstreetprinceedwardviaduct/little_bloorstreetprinceedwardviaduct1517_8_9_fusedd.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreetprinceedwardviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.675310,-79.363220
2848 Prince George Railway Bridge One of only two in North America, this is the only example in Canada of a patented Strauss direct-lift type vertical lift. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, movable: vertical lift, Direct Lift. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 53.913363 -122.717757 Railroad (Canadian National) Fraser River Rural Fraser-Fort George District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Direct Lift 4 1 Metal Camelback Rivet-Connected Through Truss Fixed 8 12 1914 0 Canadian Bridge Company of Walkerville, Ontario Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 10 10 100 30.48 2658.8 810.4 18.3 5.58 https://historicbridges.org/britishcolumbia/grandtrunkpacific/little_4946555287_3044006ce7grandtrunkpacificbridge_o_small.jpg https://historicbridges.org/britishcolumbia/grandtrunkpacific/little_4946555287_3044006ce7grandtrunkpacificbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/grandtrunkpacific/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.913363,-122.717757
2849 Pritchard Bridge This is a long and narrow wooden stringer bridge that is the only crossing in the area. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 50.688760 -119.822990 Pinantan Road South Thompson River Pritchard Thompson-Nicola District, British Columbia British Columbia Canada Wood Stringer (Multi-Beam) Fixed 0 0 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/pritchard/little_pritchardbridge007_small.jpg https://historicbridges.org/britishcolumbia/pritchard/little_pritchardbridge007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/pritchard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.688760,-119.822990
2851 Prospect Avenue Bridge Bridge E-211 This bridge has a shorter clear span than many of the Erie Canal lift bridges. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) metal rivet-connected Warren (No Verticals) pony truss, movable: vertical lift. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio. 43.225270 -78.391660 Prospect Avenue / Gravel Road (NY-63) Erie Canal (New York State Barge Canal) Medina Orleans County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1915 0 McMyler-Interstate Company of Cleveland, Ohio and W.S. Cooper Company of Cleveland, Ohio 8 7 93.8 28.59 130 39.62 23.6 7.19 https://historicbridges.org/newyork/medina/little_liftbr077_small.jpg https://historicbridges.org/newyork/medina/little_liftbr077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/medina/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.225270,-78.391660
2854 Province Line Road Bridge As a three span pony, this is among the longer examples of pony trusses in the area. The technical description of the main or most noteworthy span of the bridge is a 46.6 ft (14.2 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. 40.352650 -74.710440 Province Line Road Stony Brook Branch Near Princeton Mercer County, New Jersey New Jersey United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 3 3 0 0 1903 1970 Berlin Construction Company of Berlin Connecticut 6 6 46.6 14.2 140 42.67 11.7 3.57 https://historicbridges.org/newjersey/provinceline/little_pict5613b_small.jpg https://historicbridges.org/newjersey/provinceline/little_pict5594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/provinceline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.352650,-74.710440
2856 ! Puce River Railway Bridge A small multi-span deck plate girder bridge with girders of different sizes. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.301460 -82.779420 Railroad (Canadian National and ViaRail) Puce River Puce Essex County, Ontario Ontario Canada Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/ontario/pucerr/little_p1430361_small.jpg https://historicbridges.org/ontario/pucerr/little_p1430361.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pucerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.301460,-82.779420
2857 Puckety Drive Bridge This concrete arch overpass has been widened on one side. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.407804 -79.612401 US-22 Puckety Drive (Boyd Road) Rural Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1949 0 Unknown 2 2 42 12.8 48 14.63 53.2 16.22 https://historicbridges.org/pennsylvania/puckety/little_p1470647_small.jpg https://historicbridges.org/pennsylvania/puckety/little_p1470647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/puckety/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.407804,-79.612401
2858 Pugh Ford Bridge Bartholomew County Bridge 73, Hoot Owl Hollar Bridge, Pence Bridge This noteworthy two-span truss bridge has a very interesting history leading up to its construction. The technical description of the main or most noteworthy span of the bridge is a 126.6 ft (38.59 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 39.333730 -85.864230 CR-900 North Flatrock River Rural Bartholomew County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 8 2 0 0 1911 1997 Elkhart Bridge and Iron Company of Elkhart, Indiana 6 7 126.6 38.59 260 79.25 15.4 4.69 https://historicbridges.org/indiana/pughfordbridge/little_pughfordbridge3039_small.jpg https://historicbridges.org/indiana/pughfordbridge/little_pughfordbridge3039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pughfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.333730,-85.864230
2859 Pulaski Skyway Including The Hoboken Avenue Viaduct With award-winning aesthetics, this extremely long bridge is also noted for its exceedingly complex design. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal cantilever rivet-connected Pratt through truss, fixed. The bridge was primarily built by Various Builders. The bridge was primarily designed by Sigvald Johannesson. 40.734590 -74.102460 US-1 and US-9 Passaic River, Hackensack River, and Various Roads and Railroads Newark, Kearny, and Jersey City Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Pratt Rivet-Connected Through Truss Fixed 0 Cantilever 6 Metal Pratt Rivet-Connected Deck Truss Fixed 12 Cantilever 105 1932 1984 Various Builders Sigvald Johannesson 9 10 550 167.64 14907 4543.65 47 14.33 https://historicbridges.org/newjersey/pulaskiskyway/little_pulaskiskyway011696_small.jpg https://historicbridges.org/newjersey/pulaskiskyway/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pulaskiskyway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.734590,-74.102460
2861 Pumpkin Run Road Bridge This bridge is noted for its skewed design and it also has an unusual riveted box at the base of its end posts. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.724510 -80.304420 Pumpkin Run Road (TR-716) Pennsylvania Fork Dunkard Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 65 19.81 85 25.91 15.7 4.79 https://historicbridges.org/pennsylvania/pumpkinrunroad/little_pumpkinrunroad0829_small.jpg https://historicbridges.org/pennsylvania/pumpkinrunroad/little_pumpkinrunroad0829.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pumpkinrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.724510,-80.304420
2862 Purple People Bridge L&N Railroad Bridge / Newport Southbank Bridge A very old, and unbelievably complex giant of a bridge that has been spared demolition, and is currently open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 509.8 ft (155.39 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. The bridge was primarily designed by M.J. Becker. 39.097640 -84.497350 Pedestrian Walkway (Rail-Trail, Former Satatoga Street) Ohio River Cincinnati and Newport Hamilton County, Ohio and Campbell County, Kentucky Ohio and Kentucky United States Metal Pennsylvania Pin-Connected Through Truss Fixed 20 1 Metal Parker Pin-Connected Through Truss Fixed 8 0 1896 2003 Edge Moor Bridge Works of Wilmington, Delaware M.J. Becker 8 9 509.8 155.39 2659 810.46 0 0 https://historicbridges.org/ohio/purplepeople/little_410_small.jpg https://historicbridges.org/ohio/purplepeople/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/purplepeople/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.097640,-84.497350
2863 Pursley Creek Private Bridge This is a lightweight pony truss bridge that has bents added to bear load. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This truss bridge is on private property, but is right next to and viewable from a public road. 39.870750 -80.233060 Private Trail Pursley Creek Rural Greene County, Pennsylvania Pennsylvania United States This truss bridge is on private property, but is right next to and viewable from a public road. Metal Queenpost Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pursleycreek/little_oakforestroadtruss1019_small.jpg https://historicbridges.org/pennsylvania/pursleycreek/little_oakforestroadtruss1019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pursleycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.870750,-80.233060
2864 Pyrmont Road Bridge TR-453 Bridge An impressive camelback bridge still serves a fair amount of traffic. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 39.802570 -84.530350 Pyrmont Road (TR-453) Twin Creek Rural Preble County, Ohio Ohio United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 0 0 1904 1995 Indiana Bridge Company of Muncie, Indiana 7 8 172 52.43 180 54.86 15.7 4.79 https://historicbridges.org/ohio/pyrmont/little_pict2749_small.jpg https://historicbridges.org/ohio/pyrmont/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pyrmont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802570,-84.530350
2865 QEW Welland River Bridge This is a pair of long stringer bridges that is a part of the original QEW construction. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.046170 -79.121660 Queen Elizabeth Way (QEW) Welland River and Railroad (Canadian Pacific) Niagara Falls Niagara Region, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 18 0 0 1941 1990 Unknown 2 3 0 0 946 288.34 40 12.19 https://historicbridges.org/ontario/qewwellandriver/little_p1410455_small.jpg https://historicbridges.org/ontario/qewwellandriver/little_p1410455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/qewwellandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.046170,-79.121660
2866 Quaker Bridge Williamson's Crossing Bridge This beautiful historic bridge is the first rural western Pennsylvania truss bridge to be preserved! The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.425960 -80.373960 Williamson Road (PA-4006) (Abandoned Alignment) Little Shenango River Rural (Near Greenville) Mercer County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 124 37.8 126 38.4 14 4.27 https://historicbridges.org/pennsylvania/quaker/little_img_9360_small.jpg https://historicbridges.org/pennsylvania/quaker/little_img_9360.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quaker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.425960,-80.373960
2867 Quaker Road Bridge Oneil Road Bridge, Bridge E-120 This Erie Canal bridge had not yet been rehabbed at the time of photodocumentation. The technical description of the main or most noteworthy span of the bridge is a 164.7 ft (50.2 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by I.M. Ludington's Sons Inc. of Rochester, New York. 43.071070 -77.289420 Quaker Road (O'Neill Road) Erie Canal (New York State Barge Canal) Macedon Wayne County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 1914 2020 I.M. Ludington's Sons Inc. of Rochester, New York 6 7 164.7 50.2 169 51.51 14.8 4.51 https://historicbridges.org/newyork/quaker/little_marc-oneillrehabfinished10_small.jpg https://historicbridges.org/newyork/quaker/little_marc-oneillrehabfinished10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/quaker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.071070,-77.289420
2868 Quarry Road Bridge Old US-41 Big Cedar River Bridge This concrete camelback bridge is on old trunk line alignment and has a noted skew. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete 60 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 45.709690 -87.538520 Quarry Road (41 Mile Road, Old US-41) Big Cedar River Spaulding Menominee County, Michigan Michigan United States Concrete 60 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown Michigan State Highway Department 7 7 57.7 17.59 61 18.59 23 7.01 https://historicbridges.org/michigan/quarryroad41oldus41/little_quarryroad41oldus41_0869_small.jpg https://historicbridges.org/michigan/quarryroad41oldus41/little_quarryroad41oldus41_0869.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/quarryroad41oldus41/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.709690,-87.538520
2869 Homer Lift Bridge Welland Canal Bridge #4 / Queenston Street Bridge A rare Ontario example of a deck truss bascule bridge, this is a rolling lift. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 43.165760 -79.195150 Queenston Street Welland Canal St. Catharines Niagara Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 8 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/truss/queenston/little_pict6937_small.jpg https://historicbridges.org/truss/queenston/little_pict6937.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/queenston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165760,-79.195150
2870 ! Queen Street Bridge This is a rare example of a curved t-beam in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete continuous curved t-beam, fixed. The bridge was primarily built by Robert Mowbray of Whitechurch, Ontario. The bridge was primarily designed by Parr and Kunz of Toronto, Ontario. 44.306790 -81.273120 Queen Street (CR-3) Teeswater River Paisley Bruce County, Ontario Ontario Canada Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1935 0 Robert Mowbray of Whitechurch, Ontario Parr and Kunz of Toronto, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/paisley/little_p1020414_small.jpg https://historicbridges.org/ontario/paisley/little_p1020414.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/paisley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.306790,-81.273120
2872 Quesnel Old Fraser River Bridge Fraser River Footbridge This is a noteworthy, very long multi-span example of a British Columbia standard plan wooden through truss. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. 52.975560 -122.500170 Pedestrian Walkway Fraser River Quesnel Cariboo District, British Columbia British Columbia Canada Wood Howe Through Truss Fixed 12 5 0 0 1929 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/quesnel/little_4947361566_5e3f426071quesneloldfraserriverbridge_o_small.jpg https://historicbridges.org/britishcolumbia/quesnel/little_4947361566_5e3f426071quesneloldfraserriverbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/quesnel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.975560,-122.500170
2873 ! Quincy Memorial Bridge Quincy Soldier's Memorial Bridge An extremely large, unusual, and significant example of a continuous truss that is not a cantilever. The technical description of the main or most noteworthy span of the bridge is a 627.7 ft (191.32 m) metal continuous rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 39.931060 -91.420500 US-24 (Maine Street) Mississippi River Quincy and West Quincy Adams County, Illinois and Marion County, Missouri Illinois and Missouri United States Metal Modified Polygonal Warren Rivet-Connected Through Truss Fixed 20 Continuous 2 Metal Deck Girder Fixed 0 35 1930 2002 Kelly-Atkinson Construction Company of Chicago, Illinois Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 9 627.7 191.32 3511.7 1070.37 24 7.32 https://historicbridges.org/missouri/quincy/little_dscf6009_small.jpg https://historicbridges.org/missouri/quincy/little_dscf6009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/quincy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.931060,-91.420500
2874 Rabbit River Railroad Bridge A tradtional railroad plate girder is no longer used by trains but is in good condition. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.638150 -85.755090 Railroad (Abandoned) Rabbit River Rural Allegan County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/michigan/rabbitrr/little_abandonedrrrabbitr1_small.jpg https://historicbridges.org/michigan/rabbitrr/little_abandonedrrrabbitr1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rabbitrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.638150,-85.755090
2875 Racine Railroad Bridge This is a very large and unusual deck truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 42.723890 -87.796500 Railroad (Union Pacific) Root River Racine Racine County, Wisconsin Wisconsin United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Movable: Swing Center Pier 0 2 0 0 1908 0 American Bridge Company of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/wisconsin/racine/little_img_4546_small.jpg https://historicbridges.org/wisconsin/racine/little_img_4546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.723890,-87.796500
2876 Railroad Street Bridge This bridge was once part of M-28. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.344710 -85.950360 Railroad Street Fox River Seney Schoolcraft County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown Michigan State Highway Department 2 3 40 12.19 79.7 24.29 30 9.14 https://historicbridges.org/michigan/railroadfox/little_2011august014_small.jpg https://historicbridges.org/michigan/railroadfox/little_2011august014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/railroadfox/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.344710,-85.950360
2877 Rail Street Bridge This bridge serves highway traffic today, but was originally a very wide railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan. 46.497900 -87.611860 Rail Street Silver Street (M-28 BR) Negaunee Marquette County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1936 0 Jutton-Kelly Company of Detroit, Michigan 2 4 48 14.63 50 15.24 28 8.53 https://historicbridges.org/michigan/negauneesilverstreetrroverpass/little_negauneesilverstreetrroverpass03_small.jpg https://historicbridges.org/michigan/negauneesilverstreetrroverpass/little_negauneesilverstreetrroverpass03.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/negauneesilverstreetrroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.497900,-87.611860
2878 Rainbow Bridge This iconic bridge in a famous setting was the longest hingeless arch bridge in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 950 ft (289.56 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 43.090140 -79.067660 Roberts Street (KH-420) and Niagara Street (NY 955A) Niagara River and River Road Niagara Falls Niagara Region, Ontario and Niagara County, New York Ontario and New York Canada and United States Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 10 1941 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Waddell and Hardesty of New York, New York 8 8 950 289.56 1444 440.13 48 14.63 https://historicbridges.org/ontario/rainbowbridge/little_rainbowbridge0313_small.jpg https://historicbridges.org/ontario/rainbowbridge/little_rainbowbridge0313.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/rainbowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.090140,-79.067660
2879 Rainbow Bridge Greenback Lane Bridge This bridge is a large and beautiful example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Ross Construction Company of Sacramento, California. The bridge was primarily designed by Drury D. Butler. 38.682340 -121.175760 Greenback Lane American River Folsom Sacramento County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 16 1917 1969 Ross Construction Company of Sacramento, California Drury D. Butler 7 7 208 63.4 511.2 155.81 25.3 7.71 https://historicbridges.org/california/folsomarchbridge/little_day3_folsomarchbridge02699_small.jpg https://historicbridges.org/california/folsomarchbridge/little_day3_folsomarchbridge02699.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/folsomarchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.682340,-121.175760
2880 Ramsay Bridge This is the longest striaght chord concrete through girder in Michigan, and is also especially impressive to view. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete through girder, fixed. The bridge was primarily built by P. N. Massie of Bessemer, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.473900 -90.001880 Main Street Black River Ramsay Gogebic County, Michigan Michigan United States Concrete Through Girder Fixed 0 3 0 0 1922 0 P. N. Massie of Bessemer, Michigan Michigan State Highway Department 6 8 50 15.24 130 39.62 22 6.71 https://historicbridges.org/michigan/ramsay/bkg_IMG_008723_small.jpg https://historicbridges.org/michigan/ramsay/IMG_0086.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ramsay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.473900,-90.001880
2881 Ramsdell Road Bridge This truss bridge displays some representative design details for a bridge of its age, and has been preserved. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.174010 -71.817060 Ramsdell Road Contoocook River Henniker Merrimack County, New Hampshire New Hampshire United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1937 2008 Unknown 5 6 108 32.92 111 33.83 18 5.49 https://historicbridges.org/newhampshire/ramsdell/little_p1520016_small.jpg https://historicbridges.org/newhampshire/ramsdell/little_p1520016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/ramsdell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.174010,-71.817060
2882 Rancho Murieta Bridge Yellow Bridge Rare, beautiful, and preserved, this historic bridge is nevertheless fenced off with razor wire and accessible to club members only. The technical description of the main or most noteworthy span of the bridge is a 227 ft (69.19 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Western Bridge and Construction Company of Omaha, Nebraska. 38.492150 -121.091220 Pedestrian Walkway Cosumnes River Rural Sacramento County, California California United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 1908 0 Western Bridge and Construction Company of Omaha, Nebraska 8 8 227 69.19 306 93.27 18 5.49 https://historicbridges.org/california/ranchomurietacountryclub/little_day3_ranchomurietacountryclubbridge03388_small.jpg https://historicbridges.org/california/ranchomurietacountryclub/little_day3_ranchomurietacountryclubbridge03388.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ranchomurietacountryclub/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.492150,-121.091220
2883 Randolph Street Bridge This non-historic bridge is listed only for comparitive purposes and for continuity of those using this website for a river tour. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal non-historic, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinoisand City of Chicago. 41.884450 -87.637960 Randolph Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Non-Historic Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1984 0 Unknown Hazelet and Erdal of Chicago, Illinoisand City of Chicago 0 0 213 64.92 336.3 102.5 48 14.63 https://historicbridges.org/illinois/randolph/little_dscf3601_small.jpg https://historicbridges.org/illinois/randolph/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/randolph/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.884450,-87.637960
2885 Rangeline Road Bridge Huntington County Bridge 123 This impressive two-span truss structure is a beauty to behold! The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. 40.879630 -85.542940 Rangeline Road (CR-475 West) Wabash River Rural Huntington County, Indiana Indiana United States Metal Camelback Pin-Connected Through Truss Fixed 8 2 0 0 1913 2015 Central States Bridge Company of Indianapolis, Indiana Lafayette Engineering Company of Lafayette, Indiana 7 8 128 39.01 260 79.25 17.4 5.3 https://historicbridges.org/truss/rangeline/little_addrangeline_1186_small.jpg https://historicbridges.org/truss/rangeline/little_addrangeline_1186.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rangeline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.879630,-85.542940
2888 Rosemont - Raven Rock Road Bridge Raven Rock Road Bridge Built by a noteworthy local builder, this ancient bridge with Phoenix columns is well decorated. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lambertville Iron Works of Lambertville, New Jersey. 40.416240 -75.017540 Raven Rock Road Lockatong Creek Raven Rock Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1878 2014 Lambertville Iron Works of Lambertville, New Jersey 9 9 127 38.71 129 39.32 15.7 4.79 https://historicbridges.org/newjersey/ravenrock/little_pict5453_small.jpg https://historicbridges.org/newjersey/ravenrock/little_redoravenrock1369_70_71f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ravenrock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.416240,-75.017540
2890 Ravine Road Bridge This small bridge has a jack arch deck and stone abutments. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Stine and Pollock. The bridge was primarily designed by Nathan R. Rambo. 39.998540 -75.664420 Ravine Road Branch Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1913 0 Stine and Pollock Nathan R. Rambo 3 4 26 7.92 28 8.53 16 4.88 https://historicbridges.org/pennsylvania/ravineroad/little_ravineroad003_small.jpg https://historicbridges.org/pennsylvania/ravineroad/little_ravineroad003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ravineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.998540,-75.664420
2891 Ravine Road Railroad Overpass This tiny overpass bridge is a reminder of a railroad line that once ran through here. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 40.026170 -75.576760 Railroad (Abandoned West Chester Railroad) Ravine Road Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 1 0 0 1915 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/westchesterrailroadravineroad/little_ravineroadwcrr001_small.jpg https://historicbridges.org/pennsylvania/westchesterrailroadravineroad/little_ravineroadwcrr001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westchesterrailroadravineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.026170,-75.576760
2892 Ravine Road Railroad Overpasses This is a unique trio of stone arch railroad overpass bridges. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 40.030940 -75.577980 Railroad (Various) Ravine Road Rural Chester County, Pennsylvania Pennsylvania United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/ravine/little_ravineroadnorthprr009_small.jpg https://historicbridges.org/pennsylvania/ravine/little_ravineroadnorthprr009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ravine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.030940,-75.577980
2894 Raymond Road Bridge Despite being abandoned, this bridge is in decent condition, and retains integrity. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.957060 -84.342340 Raymond Road Fitts Creek Rural Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1890 0 Unknown 5 6 32.8 10 34.8 10.61 14 4.27 https://historicbridges.org/truss/raymond/bkg_len33_small.jpg https://historicbridges.org/truss/raymond/lenawee320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/raymond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.957060,-84.342340
2896 Reading-Halls Station Bridge This cast iron truss bridge is the oldest active metal truss bridge in the country! The technical description of the main or most noteworthy span of the bridge is a 59.1 ft (18.01 m) metal (cast iron) Howe pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richard B. Osborne. Special note about bridge location: Signs located at the bridge describe the bridge and road as private property. 41.235770 -76.832480 Private Drive Railroad (Norfolk Southern) Muncy Township Lycoming County, Pennsylvania Pennsylvania United States Signs located at the bridge describe the bridge and road as private property. Metal (Cast Iron) Howe Pony Truss Fixed 0 1 0 0 1846 1996 Unknown Richard B. Osborne 10 10 59.1 18.01 59.1 18.01 0 0 https://historicbridges.org/pennsylvania/readinghallsstation/little_dscf8595_small.jpg https://historicbridges.org/pennsylvania/readinghallsstation/little_dscf8595.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readinghallsstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.235770,-76.832480
2897 Reading Mines Bridge One of several attractive little stone arch bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.090810 -78.962160 Reading Mine Road (TR-648) Beaver Dam Creek Rural Somerset County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1914 0 Unknown 4 5 40 12.19 40 12.19 13.5 4.11 https://historicbridges.org/pennsylvania/readingmine/bkg_swpenn1347_small.jpg https://historicbridges.org/pennsylvania/readingmine/swpenn073222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingmine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.090810,-78.962160
2898 Ready Road Bridge One of several remaining curved t-beams on this section of freeway that are the oldest of their kind in the state. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.051960 -83.269910 Ready Road I-75 Rural Monroe County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1956 0 Unknown Michigan State Highway Department 2 3 90 27.43 302.8 92.29 26 7.92 https://historicbridges.org/michigan/75ready/little_p1110718_small.jpg https://historicbridges.org/michigan/75ready/little_p1110718.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/75ready/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.051960,-83.269910
2900 Red Bridge A rare example of a wooden truss bridge that is not covered. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. 50.680530 -120.324840 Mt. Paul Way South Thompson River Kamloops Thompson-Nicola District, British Columbia British Columbia Canada Wood Howe Through Truss Fixed 10 1 Wood Howe Deck Truss Fixed 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/redbridge/little_redbridgeandcnrailswingbridge002_small.jpg https://historicbridges.org/britishcolumbia/redbridge/little_redbridgeandcnrailswingbridge002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/redbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.680530,-120.324840
2901 Red Bridge This bridge has been bypassed and beautifully preserved, a rarity in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Hennepin Bridge Company of Minneapolis, Minnesota. 45.641130 -88.446290 Old 101 Road Armstrong Creek Rural Forest County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 1908 2010 Hennepin Bridge Company of Minneapolis, Minnesota 6 7 50 15.24 0 0 16 4.88 https://historicbridges.org/wisconsin/redbridgearmstrongcreek/little_redbridgearmstrongcreekwisconsin_2360_small.jpg https://historicbridges.org/wisconsin/redbridgearmstrongcreek/little_redbridgearmstrongcreekwisconsin_2360.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/redbridgearmstrongcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.641130,-88.446290
2904 Red Mill Bridge One of only a few surviving examples of its builder, this bridge has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. 40.515930 -78.903180 Red Mill Road (TR-459) North Branch Black Lick Creek Rural Cambria County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1895 1988 Variety Iron Works of Cleveland, Ohio 8 8 88 26.82 90 27.43 14 4.27 https://historicbridges.org/pennsylvania/redmill/bkg_swpenn0752_small.jpg https://historicbridges.org/pennsylvania/redmill/swpenn071334.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/redmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.515930,-78.903180
2906 Redding Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete rigid-frame, fixed. The bridge was primarily built by Peter Mitchell Construction Company of Greenwich, Connecticut. 41.185370 -73.306930 Redding Road Merritt Parkway (CT-15) Fairfield Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Peter Mitchell Construction Company of Greenwich, Connecticut 6 6 72 21.95 72 21.95 26.9 8.2 https://historicbridges.org/connecticut/redding/little_img_2304_small.jpg https://historicbridges.org/connecticut/redding/little_img_2304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/redding/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.185370,-73.306930
2907 Redstone Bridge Chicago and NorthWestern Bridge 432 One of the oldest known railroad swing bridges in the country and one of the oldest rivet-connected trusses in the country. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal pin-connected Camelback through truss, movable: swing, Center Pier. The bridge was primarily built by Rust and Coolidge of Chicago, Illinois and Leighton Bridge and Iron Works of Rochester, New York. Special note about bridge location: Approach the bridge from 571st Lane from the north, off US-14. 44.285510 -94.414690 Railroad (Dakota, Minnesota, and Eastern Railroad) Minnesota River Rural Brown County, Minnesota and Nicollet County, Minnesota Minnesota United States Approach the bridge from 571st Lane from the north, off US-14. Metal Camelback Pin-Connected Through Truss Movable: Swing Center Pier 13 1 Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 11 0 1880 0 Rust and Coolidge of Chicago, Illinois and Leighton Bridge and Iron Works of Rochester, New York 10 10 206 62.79 880 268.22 0 0 https://historicbridges.org/minnesota/redstone/little_redstone1822_small.jpg https://historicbridges.org/minnesota/redstone/little_redstone1822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/redstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.285510,-94.414690
2909 Reed Road Bridge This is a short, but old girder bridge with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) concrete through girder, fixed. The bridge was primarily built by Ross and Williams of Beaverton, Michigan. 43.443170 -85.462510 Reed Road Handy Creek Rural Montcalm County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 0 0 Ross and Williams of Beaverton, Michigan 3 6 31.8 9.69 34.8 10.61 20 6.1 https://historicbridges.org/michigan/reed/little_pict7225_small.jpg https://historicbridges.org/michigan/reed/little_pict7225.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/reed/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.443170,-85.462510
2910 Regent Road Bridge A good representative example of a bridge type that British Columbia is known for. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. 49.868630 -125.125480 Regent Road Oyster River Rural Comax-Strathcona District, British Columbia British Columbia Canada Wood Howe Through Truss Fixed 12 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/regentroad/little_oysterriverbridge-original-4930575001_small.jpg https://historicbridges.org/britishcolumbia/regentroad/little_oysterriverbridge-original-4930575001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/regentroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.868630,-125.125480
2911 ! Reid Road Bridge One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.929167 -83.722500 Reid Road Swartz Creek Rural Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1929 0 Unknown 2 2 32.8 10 34.8 10.61 30 9.14 https://historicbridges.org/michigan/reid/little_dscf8240_small.jpg https://historicbridges.org/michigan/reid/little_dscf8240.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/reid/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.929167,-83.722500
2912 Reigle Road Bridge This pin-connected truss bridge is still capable of serving the local traffic needs of the area. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.182580 -83.863610 Reigle Road Yellow Creek Rural Wood County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 1941 Unknown 6 6 56 17.07 60 18.29 16 4.88 https://historicbridges.org/ohio/reigle/bkg_07march629_small.jpg https://historicbridges.org/ohio/reigle/07march1728.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/reigle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.182580,-83.863610
2913 Remington Road Bridge Bridge Number 1907 This bridge is an attractive truss bridge flanked by concrete t-beam spans that was saved from demolition after many years of effort by local residents. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Roanoke Iron and Bridge Works of Roanoke, Virginia. The bridge was primarily designed by Virginia State Highway Commission. 38.530250 -77.813530 Remington Road Rappahannock River Remington Culpeper County, Virginia and Fauquier County, Virginia Virginia United States Metal Warren Rivet-Connected Pony Truss Fixed 6 2 Concrete T-Beam Fixed 0 2 1930 2020 Roanoke Iron and Bridge Works of Roanoke, Virginia Virginia State Highway Commission 6 7 92 28.04 269 81.99 23 7.01 https://historicbridges.org/virginia/remington/little_100_0569_small.jpg https://historicbridges.org/virginia/remington/little_100_0569.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/remington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.530250,-77.813530
2914 Renwick Road Bridge Spring Banks Road Bridge An unusual sight amidst Will County's other historic truss bridges is this late 1800s through truss! The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.592400 -88.224420 Renwick Road Du Page River Plainfield Will County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 8 151 46.02 155.8 47.49 12 3.66 https://historicbridges.org/illinois/renwick/little_pict0635_small.jpg https://historicbridges.org/illinois/renwick/little_pict0635.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/renwick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.592400,-88.224420
2915 Republic Railroad Overpass An attractive stone arch overpass in good condition. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.116840 -80.015510 Railroad (CSX) OH-19 Republic Seneca County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ohio/republic/little_rebpublicoh2_small.jpg https://historicbridges.org/ohio/republic/little_rebpublicoh2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/republic/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116840,-80.015510
2918 Resevoir Road Bridge This small arch bridge with brick ring and stone wall has been altered. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.972880 -75.548750 Resevoir Road East Branch Chester Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 3 19 5.79 21 6.4 15.4 4.69 https://historicbridges.org/pennsylvania/bridge153reservoirrd/little_bridge153015_small.jpg https://historicbridges.org/pennsylvania/bridge153reservoirrd/little_bridge153015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge153reservoirrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972880,-75.548750
2919 Revelstoke Bridge This attractive bridge has an unusual suspension configuration. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. 51.006235 -118.220272 TC-1 (BC-23) Columbia River Revelstoke Columbia-Shuswap District, British Columbia British Columbia Canada Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 2 Metal Deck Girder Fixed 0 0 1961 0 Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia 6 7 600 182.88 990 301.75 0 0 https://historicbridges.org/britishcolumbia/revelstoke/little_4956277944_53fdd16d05revelstokesuspensionbridge_o_small.jpg https://historicbridges.org/britishcolumbia/revelstoke/little_4956277944_53fdd16d05revelstokesuspensionbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/revelstoke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.006235,-118.220272
2920 Reynales Basin Bridge Slayton Settlement Road Bridge, Bridge E-220 A traditional example of an Erie Canal fixed through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.206660 -78.545830 Slayton Settlement Road Erie Canal (New York State Barge Canal) Reynales Basin Niagara County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1911 1993 Unknown 7 5 148 45.11 192 58.52 14 4.27 https://historicbridges.org/newyork/slaytonsettlement/little_liftbr104_small.jpg https://historicbridges.org/newyork/slaytonsettlement/little_liftbr104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/slaytonsettlement/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.206660,-78.545830
2921 Rhodes Mill Bridge Shorb Mill Road Bridge An attractive little truss bridge with handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 39.734200 -77.296270 Shorb Mill Road Middle Creek Rural Adams County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 16 1 0 0 1905 0 Nelson and Buchanan of Chambersburg, Pennsylvania 6 6 82 24.99 84 25.6 12.8 3.9 https://historicbridges.org/pennsylvania/shorbmill/little_pict4063_small.jpg https://historicbridges.org/pennsylvania/shorbmill/little_img_1396.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shorbmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.734200,-77.296270
2922 Rialto Road Bridge A small pony truss has built-up floorbeams that are at risk for deterioration due to water contact. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.639540 -83.263240 Rialto Road Ward Canal (Number 1458) Near Bono Lucas County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/ohio/rialto/little_p1140476_small.jpg https://historicbridges.org/ohio/rialto/little_p1140476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rialto/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.639540,-83.263240
2923 Rice Cemetery Road Bridge This bridge and road looks abandoned but provides access to a small rural cemetery. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.626530 -82.952310 Rice Cemetery Road Tributary Flat Run Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1894 1976 Unknown 6 6 41 12.5 43 13.11 12 3.66 https://historicbridges.org/ohio/ricecemetery5933188/little_ricecemetery5933188_1878_small.jpg https://historicbridges.org/ohio/ricecemetery5933188/little_ricecemetery5933188_1878.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ricecemetery5933188/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.626530,-82.952310
2924 Richfield County Park Bridge This stringer bridge features unusual concrete railings, and does not appear to be built to a standard Michigan bridge plan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.104180 -83.536180 Richland County Park Drive Flint River Rural Genesee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Unknown 1 2 40 12.19 120 36.58 0 0 https://historicbridges.org/michigan/geneseepark/little_apr22_richfield_add_20220402_162502_small.jpg https://historicbridges.org/michigan/geneseepark/little_apr22_richfield_add_20220402_162502.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/geneseepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.104180,-83.536180
2925 Richland Avenue Bridge This is one of two nearby similar overpasses that are impressive t-beam structures with an unusual alteration. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 37.736300 -122.426660 Richland Avenue San Jose Avenue and Railroad San Francisco San Francisco County, California California United States Concrete T-Beam Fixed 0 3 0 0 1927 1969 Unknown 2 4 121 36.88 235 71.63 28 8.53 https://historicbridges.org/california/richland/little_day4_richlandavenue05558_small.jpg https://historicbridges.org/california/richland/little_day4_richlandavenue05558.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/richland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.736300,-122.426660
2926 ! Richman Road Bridge A small Pratt pony truss in extremely bad condition sits closed and forgotten. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 42.906890 -82.599680 Richman Road Smiths Creek Rural St. Clair County, Michigan Michigan United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/truss/richman/little_pict4386_small.jpg https://historicbridges.org/truss/richman/little_pict4386.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/richman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.906890,-82.599680
2928 Richmond - San Rafael Bridge John F. McCarthy Memorial Bridge This extremely long bridge is noted for its curved path, double-deck configuration, and pair of cantilever spans. The technical description of the main or most noteworthy span of the bridge is a 1087 ft (331.32 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Judson Pacific Murphy-Kiewit. The bridge was primarily designed by Norman C. Raab. 37.934400 -122.435550 I-580 San Francisco Bay Richmond and San Rafael Contra Costa County, California and Marin County, California California United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 6 Metal Warren Rivet-Connected Deck Truss Fixed 8 137 1956 0 Judson Pacific Murphy-Kiewit Norman C. Raab 8 8 1087 331.32 21346 6506.26 72.2 22.01 https://historicbridges.org/california/sanrafael/little_day4_sanrafaelbridge05580_small.jpg https://historicbridges.org/california/sanrafael/little_day4_sanrafaelbridge05580.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/sanrafael/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.934400,-122.435550
2929 Richmond Street Bridge This attractive bridge continues to serve traffic as part of a one-way couplet of bridges. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 43.014620 -81.268250 Westbound Richmond Street North Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1922 0 Unknown 6 6 192 58.52 200 60.96 0 0 https://historicbridges.org/ontario/richmond/little_p1550342_small.jpg https://historicbridges.org/ontario/richmond/little_p1550342.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/richmond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.014620,-81.268250
2930 Richmond Street Railroad Overpass An example of railroad steel stringer construction sits on attractive stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.682930 -85.961490 Railroad (Norfolk Southern) Richmond Street Elkhart Elkhart County, Indiana Indiana United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/beam/richmondrr/05fall029_small.jpg https://historicbridges.org/beam/richmondrr/05fall029.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/richmondrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.682930,-85.961490
2934 Ridgeland Avenue Bridge One of several truss bridges on the Cal Sag Channel that document the very final years of the riveted truss era. The technical description of the main or most noteworthy span of the bridge is a 302 ft (92.05 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.674130 -87.778190 Ridgeland Avenue Calumet Sag Channel Worth Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 4 1970 0 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 302 92.05 433 131.98 43 13.11 https://historicbridges.org/illinois/ridgeland/little_p1280267_small.jpg https://historicbridges.org/illinois/ridgeland/little_p1280267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ridgeland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.674130,-87.778190
2937 Riley Road Bridge This historic truss bridge is deep within private industrial property and only visible to the public when they take an Amtrak train. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 41.663840 -87.458080 Riley Road Railroad (Norfolk Southern, Amtrak) East Chicago Lake County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/indiana/riley/little_main_small.jpg https://historicbridges.org/indiana/riley/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/riley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.663840,-87.458080
2938 Ringwood Road Bridge This is an attractive, traditional example of a concrete arch bridge and is noted for a lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.234070 -87.826590 Ringwood Road Ravine Lake Forest Lake County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 1995 Unknown 6 6 42 12.8 80 24.38 19 5.79 https://historicbridges.org/illinois/ringwoodroad/little_ringwoodroad2120_small.jpg https://historicbridges.org/illinois/ringwoodroad/little_ringwoodroad2120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ringwoodroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.234070,-87.826590
2939 Rip Van Winkle Bridge Nearly a mile long, this is a monumental cantilever bridge that displays both through and deck truss cantilever spans. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Frederick Snare Construction Corporation of New York, New York and Harris Structural Steel Company of New York, New York. The bridge was primarily designed by Glenn B. Woodruff. 42.223190 -73.849650 NY-23 Hudson River and Railroad (CSX) Catskill Columbia County, New York and Greene County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 3 Metal Rivet-Connected Deck Truss Fixed 0 Cantilever 12 1935 1993 Frederick Snare Construction Corporation of New York, New York and Harris Structural Steel Company of New York, New York Glenn B. Woodruff 8 8 400 121.92 5040 1536.19 33.8 10.3 https://historicbridges.org/newyork/ripvanwinkle/little_p1080202_small.jpg https://historicbridges.org/newyork/ripvanwinkle/little_p1080202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ripvanwinkle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.223190,-73.849650
2940 Rising Sun Lane Bridge A rare in-state example of its kind, this historic bridge was rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Standard Engineering and Contracting Company. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. 39.769310 -75.576680 Rising Sun Lane Brandywine Creek Henry Clay New Castle County, Delaware Delaware United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1928 1979 Standard Engineering and Contracting Company Harrington, Howard, and Ash of Kansas City, Missouri 5 8 123 37.49 129 39.32 20 6.1 https://historicbridges.org/delaware/risingsun/little_dscf1968_small.jpg https://historicbridges.org/delaware/risingsun/little_dscf1968.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/risingsun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.769310,-75.576680
2942 River Canard Bridge Townline Road Bridge A large span, beautifully restored example of an uncommon version of rainbow arch in Ontario. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Newman and Armstrong Engineers. The bridge was primarily designed by Newman and Armstrong. 42.186680 -83.070550 Townline Road (CR-8) Canard River River Canard (Amherstburg) Essex County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1937 2001 Newman and Armstrong Engineers Newman and Armstrong 7 8 115 35.05 119 36.27 24 7.32 https://historicbridges.org/ontario/townline/little_dscf3464_small.jpg https://historicbridges.org/ontario/townline/little_dscf3464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/townline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.186680,-83.070550
2944 River Street Bridge Richard Welden Bridge This bridge was engineered by James Marsh, an important Iowa bridge engineer. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Welden Brothers Construction Company of Iowa Falls, Iowa. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 42.517730 -93.268220 River Street Iowa River Iowa Falls Hardin County, Iowa Iowa United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1922 1984 Welden Brothers Construction Company of Iowa Falls, Iowa Marsh Engineering Company of Des Moines, Iowa 6 5 140 42.67 150 45.72 20 6.1 https://historicbridges.org/iowa/river/little_dscf6043_small.jpg https://historicbridges.org/iowa/river/little_dscf6043.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/river/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.517730,-93.268220
2946 River Street Railroad Overpass One of a number of railroad overpasses in Aurora, this bridge stands out with a skewed, t-beam superstructure. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel t-beam, fixed. The bridge was primarily built by Unknown. 41.748600 -88.328080 Railroad (BNSF) River Street Aurora Kane County, Illinois Illinois United States Concrete Open Spandrel T-Beam Fixed 0 4 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/illinois/riverstreetrroverpass/little_p1450722_small.jpg https://historicbridges.org/illinois/riverstreetrroverpass/little_p1450722.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/riverstreetrroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.748600,-88.328080
2947 Riverside Avenue Bridge As a cast iron bridge, this ornate truss is one of the rarest types of bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal (cast iron) pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 41.031610 -73.588160 Riverside Avenue Railroad (Metro-North) Riverside Fairfield County, Connecticut Connecticut United States Metal (Cast Iron) Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 15 1 0 0 1871 1989 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 10 164 49.99 171 52.12 20.7 6.31 https://historicbridges.org/connecticut/riverside/little_pict7796_small.jpg https://historicbridges.org/connecticut/riverside/little_pict7796.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/riverside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.031610,-73.588160
2949 Riverside Drive Bridge Memorial Bridge A large concrete arch bridge that was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.093230 -75.916920 Riverside Drive Chenango River Binghamton Broome County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1923 1972 Unknown 3 3 93.8 28.59 469.8 143.2 44 13.41 https://historicbridges.org/newyork/riversidedrive/bkg_newyork468_small.jpg https://historicbridges.org/newyork/riversidedrive/newyork1341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/riversidedrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.093230,-75.916920
2950 Riverside Drive Bridge This is a very large through plate girder span that appears to be well maintained and with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 93.5 ft (28.5 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.317390 -83.049750 Riverside Drive Railroad (Abandoned) Windsor Essex County, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 1928 0 Unknown 3 7 93.5 28.5 100 30.48 32.2 9.81 https://historicbridges.org/ontario/riverside/little_img_1510_small.jpg https://historicbridges.org/ontario/riverside/little_img_1510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/riverside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317390,-83.049750
2951 Riverside Drive Bridge This tiny bridge is noted for its unusual concrete railing. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.457940 -84.286120 Riverside Drive Frechette Creek Rural Chippewa County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/michigan/riverside/little_2011august009_small.jpg https://historicbridges.org/michigan/riverside/little_2011august009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riverside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.457940,-84.286120
2952 Riverside Park Drive Bridge This bridge may have been what inspired the development of a popular railing design in Michigan. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.013056 -85.670833 Riverside Park Drive Grand River Lagoon Grand Rapids Kent County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1930 0 Unknown 2 4 32.2 9.81 32.2 9.81 20 6.1 https://historicbridges.org/michigan/riversidepark/little_p1340485_small.jpg https://historicbridges.org/michigan/riversidepark/little_p1340485.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riversidepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.013056,-85.670833
2953 River Road Bridge Opie Road Bridge This truss bridge was widened, yet still functions as a truss structure. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. 40.525970 -74.705720 River Road (Opie Road) South Branch Raritan River Rural Somerset County, New Jersey New Jersey United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 2 0 0 1921 2006 Dover Boiler Works of Dover, New Jersey 5 5 89 27.13 180 54.86 28 8.53 https://historicbridges.org/newjersey/riverroad/little_pict5952_small.jpg https://historicbridges.org/newjersey/riverroad/little_pict5932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/riverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.525970,-74.705720
2955 River Road Bridge A beautiful Pratt through truss sits abandoned on old River Road alignment. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.200410 -81.814520 River Road Ausable River Cut Rural Middlesex County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 7 100 30.48 100 30.48 0 0 https://historicbridges.org/truss/river/little_pict6070_small.jpg https://historicbridges.org/truss/river/little_pict6070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/river/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.200410,-81.814520
2956 River Road Bridge Very few examples of this rare bridge type remain in this region of Michigan. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete 50 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 45.388889 -84.059167 River Road Ocqueoc River Rural Presque Isle County, Michigan Michigan United States Concrete 50 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 7 7 46 14.02 51 15.54 20 6.1 https://historicbridges.org/michigan/riverrd/little_p1310828_29_30_tonemapped_small.jpg https://historicbridges.org/michigan/riverrd/little_p1310828_29_30_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riverrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.388889,-84.059167
2957 River Road Bridge A small, but attractive arch bridge also has arched railings. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by C. E. Almond. 40.468810 -78.998730 River Road (PA-2012) Mardis Run Near Dilltown Indiana County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 C. E. Almond 5 5 33 10.06 36 10.97 19.7 6 https://historicbridges.org/pennsylvania/dilltown2/bkg_swpenn0762_small.jpg https://historicbridges.org/pennsylvania/dilltown2/swpenn071365.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dilltown2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.468810,-78.998730
2958 River Road Bridge A traditional, attractive example of its type, with an arch added as a structural retrofit. The technical description of the main or most noteworthy span of the bridge is a 115.2 ft (35.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.625080 -75.185510 River Road Pohatcong Creek Rural Warren County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1901 1995 Unknown 6 7 115.2 35.11 120 36.58 15.7 4.79 https://historicbridges.org/newjersey/riverrd/little_pict4813_small.jpg https://historicbridges.org/newjersey/riverrd/little_redoriverroad1382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/riverrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.625080,-75.185510
2959 ! River Road Bridge This is an excellent example of a Luten arch bridge constructed by a regional builder of Luten patent arch bridges. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 39.669210 -78.088650 River Road (CR-1) Sleepy Creek Rural Morgan County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1923 0 Luten Bridge Company of York, Pennsylvania 6 7 50 15.24 103 31.39 13.5 4.11 https://historicbridges.org/wvirginia/riverroad/little_img_4438_small.jpg https://historicbridges.org/wvirginia/riverroad/little_img_4438.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/riverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.669210,-78.088650
2960 River Rouge Norfolk Southern Railroad Bridge River Rouge Wabash Railroad Bridge The first Abt bascule bridge ever built, this bridge is also one of the few surviving examples of this unusual bascule type. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. 42.287400 -83.139920 Railroad (Norfolk Southern) River Rouge Detroit Wayne County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Abt 6 1 0 2 1921 0 American Bridge Company of New York, New York 10 10 162 49.38 291 88.7 30 9.14 https://historicbridges.org/michigan/rougens/basculebridge_4_small.jpg https://historicbridges.org/michigan/rougens/smichigan207.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rougens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.287400,-83.139920
2961 River Terminal Railroad Bridge An interesting bascule bridge located in an area of heavy industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 41.470730 -81.668830 Railroad (River Terminal Railroad) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 2 1951 0 Unknown 5 5 0 0 129.8 39.56 0 0 https://historicbridges.org/ohio/riverterminal/cleveland0301_small.jpg https://historicbridges.org/ohio/riverterminal/cleveland0301.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/riverterminal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.470730,-81.668830
2962 Roanoke Station Bridge Huntington County Bridge 113 This classic, traditional 1910s bridge's unique identity should not be underestimated. The technical description of the main or most noteworthy span of the bridge is a 137.8 ft (42 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 40.956330 -85.368540 Station Road Little Wabash River Roanoke Station Huntington County, Indiana Indiana United States Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 0 1915 1988 Unknown 6 6 137.8 42 139.8 42.61 16.7 5.09 https://historicbridges.org/truss/station/little_addstationroad_1024_small.jpg https://historicbridges.org/truss/station/little_addstationroad_1024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/station/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.956330,-85.368540
2963 Robbins Ford Bridge Decatur County Bridge 115 This bridge was replaced by a new bridge on nearby alignment, but was left standing and restored for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J. W. Mathews and Company. The bridge was primarily designed by J. A. Staag and Bruce Craig. 39.262690 -85.542130 CR-500 South (Old Alignement) Sand Creek Rural Decatur County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1908 2009 J. W. Mathews and Company J. A. Staag and Bruce Craig 6 7 118 35.97 122 37.19 16 4.88 https://historicbridges.org/indiana/robbinsfordbridge/little_robbinsfordbridge3594_small.jpg https://historicbridges.org/indiana/robbinsfordbridge/little_robbinsfordbridge3594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/robbinsfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.262690,-85.542130
2964 Robert McAfee Bridge An impressive and rare example of a single-hinge steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal one-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.471760 -80.037010 California Avenue Woods Run, McClure Avenue, and Eckert Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Spandrel Braced One-Hinged Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1928 1981 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Pittsburgh Department of Public Works 8 8 375 114.3 642 195.68 38 11.58 https://historicbridges.org/pennsylvania/california/swpenn072132_small.jpg https://historicbridges.org/pennsylvania/california/swpenn070246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/california/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471760,-80.037010
2965 Robert Redden Footbridge Rome Swing Bridge This historic railroad swing bridge was converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 34.254020 -85.176500 Railroad (Rail-Trail) (Former Central of Georgia Railway) Oostanaula River Rome Floyd County, Georgia Georgia United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1905 0 American Bridge Company of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/georgia/romeswing/little_dsc_6716_small.jpg https://historicbridges.org/georgia/romeswing/little_dsc_6716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/romeswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.254020,-85.176500
2966 Robert Street Bridge This signature bridge of St. Paul is a large concrete arch bridge with a massive rainbow arch main span with solid steel reinforcement. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Fegles Construction Company of Minneapolis, Minnesota. The bridge was primarily designed by Toltz, King and Day of St. Paul, Minnesota and John F. Greene. 44.944030 -93.087580 Robert Street (MN-3) Mississippi River and Railroad St. Paul Ramsey County, Minnesota Minnesota United States Concrete Rainbow Through Arch Fixed 0 1 Concrete Open Spandrel Deck Arch Fixed 0 16 1926 0 Fegles Construction Company of Minneapolis, Minnesota Toltz, King and Day of St. Paul, Minnesota and John F. Greene 8 9 264 80.47 1429 435.56 56 17.07 https://historicbridges.org/minnesota/robertstreet/little_robertstreet1530_small.jpg https://historicbridges.org/minnesota/robertstreet/little_robertstreet1530.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/robertstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.944030,-93.087580
2967 Robinson Avenue Bridge This bizarre bridge is one span on one side, and two-spans on the other, plus it is skewed. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.200670 -85.796920 Railroad (Amtrak, Norfolk Southern) Robinson Avenue (60th Avenue) Rural Van Buren County, Michigan Michigan United States Metal Through Girder Fixed 0 2 0 0 1930 2000 Unknown 2 6 40 12.19 79.7 24.29 0 0 https://historicbridges.org/michigan/robinson/bkg_07march602_small.jpg https://historicbridges.org/michigan/robinson/07march1653.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/robinson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.200670,-85.796920
2970 Rochester Michigan Central Railroad Bridge This bridge is among the oldest concrete arch bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.680920 -83.129520 Railroad (Rail-Trail) Paint Creek Rochester Oakland County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1905 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/rochester/little_dscf8113_small.jpg https://historicbridges.org/michigan/rochester/little_dscf8113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rochester/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.680920,-83.129520
2971 Rock Creek Cemetery Bridge Union Cemetery Bridge An unusual abandoned truss bridge is in the perfect location for a restoration. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. 41.660480 -80.865530 Stiles Avenue (Abandoned) Rock Creek Rock Creek Ashtabula County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1906 1913 Riverside Bridge Company of Martins Ferry, Ohio 7 7 0 0 0 0 0 0 https://historicbridges.org/ohio/rockcreek/little_pict6169_small.jpg https://historicbridges.org/ohio/rockcreek/little_pict6169.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660480,-80.865530
2972 Rockafellows Mill Bridge One of the last bridges to be constructed by the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.520680 -74.820480 Rockafellow Mill Road South Branch Raritan River (Red Rock Lake) Rockafellows Mill Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1900 2010 Wrought Iron Bridge Company of Canton, Ohio 7 6 138 42.06 140 42.67 15.4 4.69 https://historicbridges.org/newjersey/rockefellowsmills/little_pict5669_small.jpg https://historicbridges.org/newjersey/rockefellowsmills/little_pict5669.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/rockefellowsmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.520680,-74.820480
2974 Rockford Railroad Bridge An unusual and beautiful skewed pin connected truss bridge with decorative portal design. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 43.117250 -85.561730 Railroad (White Pine Rail-Trail) Rogue River Rockford Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1898 0 Detroit Bridge and Iron Works of Detroit, Michigan 6 7 134 40.84 134 40.84 0 0 https://historicbridges.org/truss/rockford/little_pict5227_small.jpg https://historicbridges.org/truss/rockford/little_pict5227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rockford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.117250,-85.561730
2979 Rockville Bridge This bridge was when built and remains today the longest stone arch bridge in the entire world! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) stone Segmental deck arch, fixed. The bridge was primarily built by Drake and Stratton of Philadelphia, Pennsylvania and H. S. Kerbaugh of Philadelphia, Pennsylvania. The bridge was primarily designed by William H. Brown. 40.333200 -76.911120 Norfolk Southern Susquehanna River Marysville and Rockville Perry County, Pennsylvania and Dauphin County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 48 0 0 1902 1939 Drake and Stratton of Philadelphia, Pennsylvania and H. S. Kerbaugh of Philadelphia, Pennsylvania William H. Brown 10 10 70 21.34 3791 1155.5 52 15.85 https://historicbridges.org/pennsylvania/rockville/little_img_5534_small.jpg https://historicbridges.org/pennsylvania/rockville/little_img_5534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.333200,-76.911120
2980 Rockwood Avenue Bridge This 1930s through truss offers a lot more heritage and beauty than any modern bridge. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 38.428240 -82.450250 Rockwood Avenue (OH-7) Symmes Creek Chesapeake Lawrence County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 3 1933 1990 Lackawanna Bridge Company of Buffalo, New York 5 5 162 49.38 348 106.07 34 10.36 https://historicbridges.org/ohio/rockwoodave/bkg_07march260_small.jpg https://historicbridges.org/ohio/rockwoodave/07march0612.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockwoodave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.428240,-82.450250
2983 Rodgers Bridge This bridge has some details that appear to link it to a noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 40.122930 -80.473930 Hicks Road (TR-487) Buffalo Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1890 0 Columbia Bridge Works of Dayton, Ohio 7 7 51 15.54 51 15.54 13 3.96 https://historicbridges.org/pennsylvania/hicks/little_dscf6168_small.jpg https://historicbridges.org/pennsylvania/hicks/little_dscf6168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hicks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122930,-80.473930
2984 Rogers Creek Road Bridge Iowa Bridge Number 346300 A representative example of a standard riveted truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.143040 -91.940270 Rodgers Creek Road Rogers Creek Rural Winneshiek County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 9 1 0 0 0 1962 Unknown 6 5 75 22.86 77 23.47 20 6.1 https://historicbridges.org/iowa/rogers/little_dscf6001_small.jpg https://historicbridges.org/iowa/rogers/little_dscf6001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/rogers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.143040,-91.940270
2986 Roger Williams Avenue Bridge This bridge is an uncommon example of a concrete deck girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete deck girder, fixed. The bridge was primarily built by Unknown. 42.165450 -87.770820 Roger Williams Avenue Ravine Highland Park Lake County, Illinois Illinois United States Concrete Deck Girder Fixed 0 3 0 0 1915 1982 Unknown 5 6 64 19.51 208 63.4 18 5.49 https://historicbridges.org/illinois/rogerwilliamsavenue/little_rogerwilliamsavenue1920_small.jpg https://historicbridges.org/illinois/rogerwilliamsavenue/little_rogerwilliamsavenue1920.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rogerwilliamsavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.165450,-87.770820
2987 Rollstone Street Bridge This two-span deck truss appears to be in good condition. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.584167 -71.806389 Rollstone Street Nashua River Fitchburg Worcester County, Massachusetts Massachusetts United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 2 0 0 1909 1997 Unknown 6 6 86 26.21 176.8 53.89 26 7.92 https://historicbridges.org/massachusetts/rollstone/little_pict6926_small.jpg https://historicbridges.org/massachusetts/rollstone/little_pict6926.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/rollstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.584167,-71.806389
2988 Roman Bridge North Stow Lake Bridge This is among the oldest surviving concrete bridges, yet it has a strikingly modern, streamlined appearance. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Gray Brothers Artificial Stone Paving Company of San Francisco, California. The bridge was primarily designed by Arthur Page Brown. 37.769480 -122.474660 Pedestrian Walkway Stow Lake San Francisco San Francisco County, California California United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1893 0 Gray Brothers Artificial Stone Paving Company of San Francisco, California Arthur Page Brown 8 8 0 0 0 0 0 0 https://historicbridges.org/california/stowlakenorth/little_day4_stowlakenorth05712_small.jpg https://historicbridges.org/california/stowlakenorth/little_day4_stowlakenorth05712.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/stowlakenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769480,-122.474660
2989 Old Romeo Plank Road Bridge In a county that has demolished many arch bridges, this unaltered, surviving, and abandoned arch bridge is highly significant! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.795440 -82.962710 Romeo Plank Road North Branch Clinton River Rural (Near Romeo) Macomb County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/other/romeopl/little_img_0043_small.jpg https://historicbridges.org/other/romeopl/little_img_0043.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/romeopl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.795440,-82.962710
2991 Romeo Railroad Bridge This railroad plate girder has become part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.816850 -82.975510 Railroad (Macomb Orchard Rail-Trail) North Branch Clinton River Rural (Near Romeo) Macomb County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/other/romeorr/little_img_0038_small.jpg https://historicbridges.org/other/romeorr/little_img_0038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/romeorr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.816850,-82.975510
2992 Roosevelt Road Bridge 12th Street Bridge This deck truss is similar to Ohio Street Bridge and is noted for its unique and very beautiful bridgetender buildings. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.867222 -87.635000 Roosevelt Road South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1928 1994 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 7 204 62.18 257.6 78.52 71.9 21.92 https://historicbridges.org/illinois/roosevelt/little_dscf3058_small.jpg https://historicbridges.org/illinois/roosevelt/little_dscf3058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/roosevelt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.867222,-87.635000
2993 Rose Cottage Bridge This is a very small but well maintained stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.108060 -75.825280 Creek Road (PA-4029) Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1914 2009 Unknown 6 4 20 6.1 22 6.71 20.7 6.31 https://historicbridges.org/pennsylvania/chester_rosecottage/little_rosecottage4_small.jpg https://historicbridges.org/pennsylvania/chester_rosecottage/little_rosecottage4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester_rosecottage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.108060,-75.825280
2994 Rosedale Road Bridge Iowa Bridge Number 220750 An attractive, traditionally composed truss bridge that has been carefully maintained. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.987660 -91.578770 Rosedale Road Indian Creek Near Cedar Rapids Linn County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 1 1890 0 Unknown 7 7 89 27.13 105 32 13.8 4.21 https://historicbridges.org/iowa/rosedale/little_dscf6178_small.jpg https://historicbridges.org/iowa/rosedale/little_dscf6178.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/rosedale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.987660,-91.578770
2995 Rosedale Road Bridge Parke County Bridge 21 One of the largest examples of the concrete camelback bridges of Parke County, home to the only such structures in Indiana. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 39.611030 -87.132740 Rosedale Road (CR-84, CR 1025 South) North Branch Otter Creek Rural Parke County, Indiana Indiana United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1917 0 Unknown 6 7 50 15.24 56 17.07 18 5.49 https://historicbridges.org/indiana/parke84/little_dscf5429_small.jpg https://historicbridges.org/indiana/parke84/little_dscf5429.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parke84/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611030,-87.132740
2996 Rose Point Bridge Old Butler Road Bridge This massive-member Parker truss is closed to traffic in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.971570 -80.181700 Old US-422 (Old Butler Road) Slippery Rock Creek Rose Point (Rural) Lawrence County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1935 0 Unknown Pennsylvania State Highway Department 5 5 185 56.39 190 57.91 23 7.01 https://historicbridges.org/pennsylvania/old422/little_pict9118_small.jpg https://historicbridges.org/pennsylvania/old422/little_pict9118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old422/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.971570,-80.181700
2997 Rosewood Park Bridge Hidden away in a wooded park setting is this attractive concrete arch bridge with stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Jens Jensen. Special note about bridge location: This bridge is private property, but the trail leading up to it is a park path. 42.167120 -87.770790 Abandoned Road Ravine Highland Park Lake County, Illinois Illinois United States This bridge is private property, but the trail leading up to it is a park path. Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown Jens Jensen 5 6 0 0 0 0 0 0 https://historicbridges.org/illinois/rosewoodparkhighlandpark/little_rosewoodparkhighlandpark0415_small.jpg https://historicbridges.org/illinois/rosewoodparkhighlandpark/little_rosewoodparkhighlandpark0415.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rosewoodparkhighlandpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.167120,-87.770790
2998 Ross Lane Bridge This is an small, truss bridge in a scenic farm setting. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 39.813820 -80.463700 Ross Lane (TR-332) Small Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 4 1 0 0 1919 0 Penn Bridge Company of Beaver Falls, Pennsylvania 6 6 43 13.11 51.8 15.79 12 3.66 https://historicbridges.org/pennsylvania/rosslane/little_rosslane0704_small.jpg https://historicbridges.org/pennsylvania/rosslane/little_rosslane0704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rosslane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.813820,-80.463700
3000 Royal Military College Bridge Kingston Bailey Bridge This exhibit bridge is an outstanding example of a Bailey truss and it uses British steel. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 44.235970 -76.465100 Pedestrian Walkway Depression Kingston Frontenac County, Ontario Ontario Canada Metal Bailey Double-Truss, Single-Story Pony Truss Fixed 0 1 0 0 1945 2004 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/kingstonbailey/little_kingstonbailey3655_small.jpg https://historicbridges.org/ontario/kingstonbailey/little_kingstonbailey3655.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstonbailey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.235970,-76.465100
3001 Roy Bridge This rigid-frame bridge has unusual cable and concrete railings. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.052800 -79.752850 Westbrook Road Wolf Creek (Welland River) Hamilton Hamilton City, Ontario and Niagara Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1947 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/westbrook/little_p1400638_small.jpg https://historicbridges.org/ontario/westbrook/little_p1400638.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/westbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.052800,-79.752850
3002 Royersford Spring City Railroad Bridge This is an abandoned bridge that carried a railroad over two channels of the river and an island. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.184710 -75.546090 Railroad (Abandoned Pennsylvania Railroad) Schuylkill River Royersford and Spring City Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 0 0 0 0 0 Unknown 3 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/springcityprroverschuylkill/little_springcityprroverschuylkill010_small.jpg https://historicbridges.org/pennsylvania/springcityprroverschuylkill/little_springcityprroverschuylkill010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springcityprroverschuylkill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.184710,-75.546090
3003 River Rouge Conrail Bridge River Rouge New York Central Railroad Bridge This impressive 125 foot clear bascule span is difficult to photo. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 42.282770 -83.135730 Railroad (Norfolk Southern) River Rouge Detroit Wayne County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 7 1 0 1 1920 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 8 135 41.15 185 56.39 30 9.14 https://historicbridges.org/truss/rougerr/PICT1033_small.jpg https://historicbridges.org/truss/rougerr/PICT1035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rougerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282770,-83.135730
3005 Rudolph Run Road Bridge This bridge has a shallow rise for its length giving it a graceful appearance. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.765470 -80.184290 Rudolph Run Road (PA-2001) Rudolph Run Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 0 Unknown 5 5 45 13.72 45 13.72 15.4 4.69 https://historicbridges.org/pennsylvania/rudolphrun/little_rudolphrun0691_small.jpg https://historicbridges.org/pennsylvania/rudolphrun/little_rudolphrun0691.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rudolphrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.765470,-80.184290
3008 Rumsey Bridge This is an impressive two span rainbow arch located in a scenic valley on a rural road. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Yolo County Day Labor. 38.890310 -122.238350 CR-41 Cache Creek Rural Yolo County, California California United States Concrete Rainbow Tied Through Arch Fixed 0 2 Concrete T-Beam Fixed 0 2 1930 1949 Yolo County Day Labor 6 7 108 32.92 313 95.4 20.3 6.19 https://historicbridges.org/california/rumseybridge/little_day3_rumseybridge03419_small.jpg https://historicbridges.org/california/rumseybridge/little_day3_rumseybridge03419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/rumseybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.890310,-122.238350
3009 ! Runks Bridge This beautiful historic through truss bridge has been closed to traffic and is in need of restoration. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 40.277970 -77.886930 Runk Road (TR-373) Aughwick Creek Rural Huntingdon County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 1889 1983 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 7 8 132 40.23 270 82.3 12 3.66 https://historicbridges.org/pennsylvania/runk/little_p1220379_80_81_tonemapped_small.jpg https://historicbridges.org/pennsylvania/runk/little_p1220379_80_81_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/runk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.277970,-77.886930
3010 Rush's Mill Bridge An exceedingly rare cast iron Howe truss bridge, relocated onto a non-motorized trail. The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) metal (cast iron) rivet-connected Howe pony truss, fixed. The bridge was primarily built by Simon Dreibelbies. 40.373230 -76.007450 Union Canal Nonmotorized Trail Plum Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal (Cast Iron) Howe Rivet-Connected Pony Truss Fixed 0 1 0 0 1869 1980 Simon Dreibelbies 9 9 52.5 16 52.5 16 7.5 2.29 https://historicbridges.org/pennsylvania/rushsmill/little_dscf0652_small.jpg https://historicbridges.org/pennsylvania/rushsmill/little_dscf0652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rushsmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.373230,-76.007450
3011 Rust Bridge This bypassed bridge is a fairly long example of a 1920s concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete t-beam, fixed. The bridge was primarily built by Hedges Construction Company. The bridge was primarily designed by H. C. Taylor. 41.735510 -87.881790 Old Willow Springs Road Des Plaines River Willow Springs Cook County, Illinois Illinois United States Concrete T-Beam Fixed 0 5 0 0 1924 0 Hedges Construction Company H. C. Taylor 4 4 60 18.29 300 91.44 27 8.23 https://historicbridges.org/illinois/oldwillowspringsroad/little_oldwillowspringsroad1369_small.jpg https://historicbridges.org/illinois/oldwillowspringsroad/little_oldwillowspringsroad1369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldwillowspringsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.735510,-87.881790
3012 Rustic Stone Bridge Camelot Bridge, South Stow Lake Bridge This bridge has a brick barrel and is faced in large, random rocks giving the bridge a unique appearance. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Arthur Page Brown. 37.767940 -122.476430 Pedestrian Walkway Stow Lake San Francisco San Francisco County, California California United States Stone and Brick Segmental Deck Arch Fixed 0 2 0 0 1893 0 Unknown Arthur Page Brown 6 7 0 0 0 0 0 0 https://historicbridges.org/california/stowlakesouth/little_day4_stowlakesouth05747_small.jpg https://historicbridges.org/california/stowlakesouth/little_day4_stowlakesouth05747.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/stowlakesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.767940,-122.476430
3014 Ryefield Bridge This bridge is among the oldest truss bridges in Maine and the only known example of its design in the state. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors. 44.142740 -70.594680 Ryefield Bridge Road Crooked River Rural Cumberland County, Maine Maine United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1912 2002 American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors 8 8 97 29.57 98 29.87 16.4 5 https://historicbridges.org/maine/ryefield/little_p1480127_small.jpg https://historicbridges.org/maine/ryefield/little_p1480127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/ryefield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.142740,-70.594680
3016 S Bridge This is the oldest engineered structure in the county! The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.139700 -80.349310 Abandoned Historic National Road East Fork Buffalo Creek Rural Washington County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 8 9 130 39.62 130 39.62 45 13.72 https://historicbridges.org/pennsylvania/sbridge/bkg_swpenn0597_small.jpg https://historicbridges.org/pennsylvania/sbridge/swpenn070806.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.139700,-80.349310
3018 Sacramento Boulevard Bridge This overpass with unique aesthetic details crosses one of the historic boulevards of Chicago. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.868790 -87.700810 Railroad (Baltimore and Ohio) Sacramento Boulevard Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 3 0 0 1912 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/sacramento/little_p1240935_small.jpg https://historicbridges.org/illinois/sacramento/little_p1240935.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sacramento/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.868790,-87.700810
3019 Saddle Barn Road Bridge Lawrence County Bridge 139 This attractive truss bridge sits on a local road which is next to a busier highway, allowing many to see and notice this historic bridge. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.859800 -86.462780 Saddle Barn Road Leatherwood Creek Bedford Lawrence County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1905 1988 Unknown 7 7 91 27.74 96 29.26 19.7 6 https://historicbridges.org/indiana/saddlebarn/little_img_2826_small.jpg https://historicbridges.org/indiana/saddlebarn/little_img_2826.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/saddlebarn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.859800,-86.462780
3020 Saegertown Bridge South Street Bridge This is a rare type of truss, and is both historically significant and beautiful. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. 41.714410 -80.147020 Jordan Drive (South Street, TR-962) French Creek Saegertown Crawford County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1900 1990 Youngstown Bridge Company of Youngstown, Ohio 8 8 203 61.87 206 62.79 15 4.57 https://historicbridges.org/pennsylvania/saegertown/little_saegertownadd0473_small.jpg https://historicbridges.org/pennsylvania/saegertown/little_saegertownadd0473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/saegertown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.714410,-80.147020
3021 Saginaw Bascule Railroad Bridge CSX Saginaw River Bridge An exceedingly rare example of the unusual patented Abt type bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. 43.442930 -83.938850 Railroad (CSX) Saginaw River Saginaw Saginaw County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Abt 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 5 5 1944 0 American Bridge Company of New York, New York 8 8 160 48.77 700 213.36 15 4.57 https://historicbridges.org/truss/saginawb/little_pict8636_small.jpg https://historicbridges.org/truss/saginawb/little_pict8636.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/saginawb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.442930,-83.938850
3022 Saginaw Road Bridge Built by an interesting local company, an uncommon example of a lightweight pony truss that has been preserved as of 2021. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Gehret Brothers of Bridgeport, Pennsylvania. 39.762230 -75.920510 Saginaw Road (PA-3020) Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 14 1 0 0 1925 2021 Gehret Brothers of Bridgeport, Pennsylvania 6 7 73.2 22.31 75 22.86 15 4.57 https://historicbridges.org/pennsylvania/chester_saginaw/little_reneelabarge-bridgemovehighlights_page_54_image_0001_small.jpg https://historicbridges.org/pennsylvania/chester_saginaw/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester_saginaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.762230,-75.920510
3023 Saginaw Highway Bridge A rare example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.741120 -84.966520 Saginaw Highway Sebewa Creek Rural Eaton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown 4 6 26 7.92 28 8.53 19.4 5.91 https://historicbridges.org/michigan/saginaw_sebewa/little_saginawhwysebewacr29_small.jpg https://historicbridges.org/michigan/saginaw_sebewa/little_saginawhwysebewacr29.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/saginaw_sebewa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.741120,-84.966520
3025 Saginaw Street Railroad Overpass This unusual design of overpass once had a similar highway overpass next to it. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.004150 -83.678870 Railroad (Canadian National) Saginaw Street Flint Genesee County, Michigan Michigan United States Concrete Slab Fixed 0 4 0 0 1941 0 Unknown Michigan State Highway Department 3 5 38.7 11.8 150 45.72 0 0 https://historicbridges.org/michigan/14thstreet/little_pict6792_small.jpg https://historicbridges.org/michigan/14thstreet/little_pict6792.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/14thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.004150,-83.678870
3026 Saginaw Swing Railroad Bridge A swing bridge that retains a high degree of historic integrity. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Baltimore through truss, movable: swing, Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 43.426670 -83.944630 Railroad (CSX, Central Michigan Railroad) Saginaw River Saginaw Saginaw County, Michigan Michigan United States Metal Baltimore Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Baltimore Rivet-Connected Through Truss Fixed 10 6 1914 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 226 68.88 551 167.94 12 3.66 https://historicbridges.org/truss/saginaws/bkg_07hbme428_small.jpg https://historicbridges.org/truss/saginaws/07hbme791.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/saginaws/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.426670,-83.944630
3027 Salamanca Railroad Bridge This lattice truss is noteworthy for having three truss lines. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 42.164410 -78.742920 Railroad (Norfolk Southern) Little Valley Creek Salamanca Cattaraugus County, New York New York United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/salamancarr/little_img_5353_small.jpg https://historicbridges.org/newyork/salamancarr/little_img_5353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/salamancarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.164410,-78.742920
3028 Salem Street Bridge This unique bridge is very significant as a highway lattice truss with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.697222 -71.161944 Salem Street Railroad (MBTA, Amtrak) Lawrence Essex County, Massachusetts Massachusetts United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 12 1 0 0 1910 1997 Boston Bridge Works of Boston, Massachusetts 8 8 143 43.59 146 44.5 37.4 11.4 https://historicbridges.org/massachusetts/salem/little_img_1904_small.jpg https://historicbridges.org/massachusetts/salem/little_img_1904.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/salem/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.697222,-71.161944
3030 Salisbury Street Bridge A rare surviving work of noted engineer Wendel Bollman, this is a very old metal truss bridge. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Patapsco Bridge and Iron Works of Baltimore, Maryland. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. 39.599120 -77.826390 Salisbury Street Chesapeake and Ohio Canal Williamsport Washington County, Maryland Maryland United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 1 1879 2006 Patapsco Bridge and Iron Works of Baltimore, Maryland Wendel Bollman of Baltimore, Maryland 8 8 67 20.42 107.3 32.71 9.5 2.9 https://historicbridges.org/maryland/williamsport_salisbury/little_p1210599_small.jpg https://historicbridges.org/maryland/williamsport_salisbury/little_p1210599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/williamsport_salisbury/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599120,-77.826390
3031 Salmon River Railway Bridge This stone arch overpass and plate girder bridge over the river are technically two bridges. The technical description of the main or most noteworthy span of the bridge is a metal Segmental deck girder, fixed. The bridge was primarily built by Unknown. 44.208990 -77.209350 Railroad (Canadian National) Salmon River and Milltown Road Rural Hastings County, Ontario Ontario Canada Metal Segmental Deck Girder Fixed 0 4 Stone Deck Arch Fixed 0 1 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/milltownrail/little_p1040964_small.jpg https://historicbridges.org/ontario/milltownrail/little_p1040964.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/milltownrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.208990,-77.209350
3032 San Joaquin River Railroad Bridge BNSF Bridge No. B-1124 One of three extremely rare examples of the unusual patented Abt bascule type in California. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal through girder, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. 37.937070 -121.334550 Railroad (BNSF and Amtrak) San Joaquin River Rural San Joaquin County, California California United States Metal Through Girder Movable: Single Leaf Bascule Abt 0 1 Metal Through Girder Fixed 0 1 1930 0 American Bridge Company of New York, New York 9 9 112 34.14 330 100.58 19 5.79 https://historicbridges.org/california/sanjoaquinriverrrabt/little_day2_sanjoaquinriverrrabt01923_small.jpg https://historicbridges.org/california/sanjoaquinriverrrabt/little_day2_sanjoaquinriverrrabt01923.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/sanjoaquinriverrrabt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.937070,-121.334550
3033 Sand Creek Branch Railroad Bridge A rare Michigan example of a railroad concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.018640 -85.776390 Railroad (Abandoned Muskegon, Grand Rapids, and Indiana) Sand Creek Branch Walker Kent County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/mgrirr/little_rpict095_small.jpg https://historicbridges.org/michigan/mgrirr/little_rpict095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mgrirr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.018640,-85.776390
3034 Sand Pond Road Bridge Nasons Mills Road Bridge This is an unusual bridge with its two short pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors. 43.689390 -70.670460 Sand Pond Road (Nasons Mills Road) Little Osipee River Rural York County, Maine Maine United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 2 0 0 1923 0 American Bridge Company of New York, New York, United Construction Company of Albany, New York Contractors 6 7 53.2 16.22 111 33.83 16 4.88 https://historicbridges.org/maine/sandpond/little_p1500409_small.jpg https://historicbridges.org/maine/sandpond/little_p1500409.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/sandpond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689390,-70.670460
3035 Sandhill Road Bridge A late, but unusual example of a riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 41.216940 -82.752500 Sandhill Road Frink Run Rural Huron County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1944 1992 Unknown 5 5 126 38.4 132 40.23 19 5.79 https://historicbridges.org/ohio/sandhill/little_img_8872_small.jpg https://historicbridges.org/ohio/sandhill/little_img_8872.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sandhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.216940,-82.752500
3036 Sandusky Bay Railroad Bridge This bridge is a noteworthy Ohio example of a Scherzer type rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Ferro Construction Company of Chicago, Illinois. 41.484810 -82.819470 Railroad (Norfolk Southern and Amtrak) Sandusky Bay Rural Erie County, Ohio and Ottawa County, Ohio Ohio United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1944 0 Bethlehem Steel Company of Bethlehem, Pennsylvania and Ferro Construction Company of Chicago, Illinois 6 7 65 19.81 410 124.97 0 0 https://historicbridges.org/ohio/sanduskybay/little_p1630448_small.jpg https://historicbridges.org/ohio/sanduskybay/little_p1630448.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sanduskybay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484810,-82.819470
3042 Schenley Drive Bridge This is one of two extremely rare pre-1900 metal arch bridges in Schenley Park. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by G. T. Richards. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.441310 -79.949170 Schenley Drive Junction Hollow, Railroad (CSX), and Boundary Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 1 Stone Elliptical Deck Arch Fixed 0 2 1896 1994 G. T. Richards Pittsburgh Department of Public Works 8 8 360 109.73 480 146.3 57 17.37 https://historicbridges.org/pennsylvania/schenleydrive/little_schenleybridge_7703_4_5v_small.jpg https://historicbridges.org/pennsylvania/schenleydrive/little_schenleybridge_7703_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schenleydrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.441310,-79.949170
3046 Scranton Road Railroad Overpass This is a rare example of a pin-connected truss bridge in Cleveland. The technical description of the main or most noteworthy span of the bridge is a 199.2 ft (60.72 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 41.482810 -81.694690 Railroad (Norfolk Southern) Scranton Road Cleveland Cuyahoga County, Ohio Ohio United States Metal Camelback Pin-Connected Through Truss Fixed 7 1 0 0 1910 0 Unknown 6 7 199.2 60.72 205 62.48 0 0 https://historicbridges.org/ohio/scranton/bkg_cleveland075_small.jpg https://historicbridges.org/ohio/scranton/cleveland0159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/scranton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482810,-81.694690
3048 St. Charles Road Bridge A well-preserved example of a concrete camelback bridge, this is an attractive structure. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete 90 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.306760 -84.783510 St. Charles Road Pine River Rural Gratiot County, Michigan Michigan United States Concrete 90 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1925 0 Unknown Michigan State Highway Department 7 8 85 25.91 90 27.43 20 6.1 https://historicbridges.org/michigan/stcharles/little_DSCF0408_small.jpg https://historicbridges.org/michigan/stcharles/little_DSCF0412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stcharles/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.306760,-84.783510
3050 St. Clair Parkway Bridge This bridge is a good representation of Ontario's frequently built concrete rigid-frame bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.750670 -82.464160 St. Clair Parkway (CR-33) Clay Creek St. Clair Township Lambton County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1965 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/concrete/stclairparkway/ontario001_small.jpg https://historicbridges.org/concrete/stclairparkway/ontario253.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/stclairparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.750670,-82.464160
3051 St. Clair Street Bridge This ornate bridge retains an unrivaled degree of historic integrity! The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 39.739930 -84.638510 St. Clair Street 7 Mile Creek Eaton Preble County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1887 1999 Columbia Bridge Works of Dayton, Ohio 7 8 100 30.48 108 32.92 15.7 4.79 https://historicbridges.org/ohio/stclair/little_pict2321_small.jpg https://historicbridges.org/ohio/stclair/little_pict2321.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stclair/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.739930,-84.638510
3052 St. Davids Road Bridge One side of this ancient bridge is a nice looking stone arch and the other side has been covered in shotcrete. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by Thomas Welch. 40.017320 -75.405320 St. Davids Road (PA-1046) Darby Creek Rural Delaware County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1810 0 Thomas Welch 7 6 24 7.32 26 7.92 25.6 7.8 https://historicbridges.org/pennsylvania/stdavidsrd/little_stdavidsroad013_small.jpg https://historicbridges.org/pennsylvania/stdavidsrd/little_stdavidsroad013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stdavidsrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.017320,-75.405320
3053 St. Francisville Bridge This beautiful bridge is a rare example of a smaller scale cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by F. W. Whitehead. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 40.462120 -91.567200 MO-B and Belfast Road Des Moines River St. Francisville Lee County, Iowa and Clark County, Missouri Iowa and Missouri United States Metal Warren Rivet-Connected Through Truss Fixed 12 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 6 1937 0 F. W. Whitehead Sverdrup and Parcel of St. Louis, Missouri 8 8 228 69.49 763.2 232.62 21.7 6.61 https://historicbridges.org/missouri/stfrancisville/little_dscf6170_small.jpg https://historicbridges.org/missouri/stfrancisville/little_dscf6170.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/stfrancisville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462120,-91.567200
3054 St. George River Railroad Bridge Thomaston Railroad Bridge This multi-span bridge contains a variety of structure types. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 44.077240 -69.218010 Railroad (Maine Eastern) St. George River Near Thomaston Knox County, Maine Maine United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Warren Rivet-Connected Through Truss Fixed 6 3 1922 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/maine/thomastonrr/little_p1540034_small.jpg https://historicbridges.org/maine/thomastonrr/little_p1540034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/thomastonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.077240,-69.218010
3056 St. Johns Road Bridge This is an unusual example of a deck girder and floorbeam bridge with rolled i-beam girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.806190 -80.241900 St. Johns Road (Abandoned Alignment) Lynn River Rural Norfolk County, Ontario Ontario Canada Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/stjohnsroad/little_p1400109_small.jpg https://historicbridges.org/ontario/stjohnsroad/little_p1400109.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stjohnsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.806190,-80.241900
3057 St. Joseph Railroad Bridge A large camelback truss swing bridge that is still in operation. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 42.112520 -86.482920 Railroad (CSX) St. Joseph River St. Joseph Berrien County, Michigan Michigan United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 3 1904 1941 American Bridge Company of New York, New York 7 8 234 71.32 544 165.81 15 4.57 https://historicbridges.org/truss/stjoseph/bkg_mich69_small.jpg https://historicbridges.org/truss/stjoseph/07hbme165.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stjoseph/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.112520,-86.482920
3058 St. Lawrence Division Indian River Railroad Bridge This bridge appears to be the work for a noteworthy bridge builder. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 44.183400 -75.639940 Railroad (CSX) Indian River and Coolidge Road (CR-30) Rural Jefferson County, New York New York United States Metal Deck Girder Fixed 0 2 0 0 0 0 King Bridge Company of Cleveland, Ohio 2 2 0 0 0 0 0 0 https://historicbridges.org/newyork/stlawrencediv/little_stlawdiv11_small.jpg https://historicbridges.org/newyork/stlawrencediv/little_stlawdiv11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stlawrencediv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.183400,-75.639940
3059 St. Louis High School Bridge This unusual bridge carries pedestrians both over a river and down a series of stairs. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.410380 -84.605510 Pedestrian Walkway Pine River St. Louis Gratiot County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Unknown 3 3 34 10.36 92 28.04 0 0 https://historicbridges.org/michigan/stlouishighschool/little_p1360509_10_11_fused_small.jpg https://historicbridges.org/michigan/stlouishighschool/little_p1360500.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stlouishighschool/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.410380,-84.605510
3060 St. Malachi Road Bridge One of several attractive plate girder bridges in Chester County. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.902780 -75.850500 St. Malachi Road Doe Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1914 2005 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 6 6 44 13.41 48 14.63 15.7 4.79 https://historicbridges.org/pennsylvania/chester253waters/little_rosenvickrd002_small.jpg https://historicbridges.org/pennsylvania/chester253waters/little_rosenvickrd002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester253waters/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.902780,-75.850500
3061 St. Paul Crescent Bridge This bridge remains open to pedestrians only, and is a bridge that can be viewed from interesting angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 43.152410 -79.246340 St. Paul Crescent 12 Mile Creek St. Catharines Niagara Region, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1946 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/truss/stpaulcr/little_img_0024_small.jpg https://historicbridges.org/truss/stpaulcr/little_img_0024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stpaulcr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.152410,-79.246340
3063 St. Thomas Canadian National Railway Bridge One of two large high level rail bridges in St. Thomas, this bridge appears to be built of imported German steel. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.786380 -81.199100 Railroad (Canadian National) Kettle Creek St. Thomas Elgin County, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 0 0 630 192.02 0 0 https://historicbridges.org/ontario/stthomasgtrr/little_sthomascnkettle_3270_small.jpg https://historicbridges.org/ontario/stthomasgtrr/little_sthomascnkettle_3270.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stthomasgtrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.786380,-81.199100
3064 Michigan Central Railroad Kettle Creek Bridge St. Thomas Elevated Park This high level crossing has a long history and an unusual substructure design, and has since been converted into a linear park for pedestrian usage. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by D.W. Thurston of Detroit, Michigan. 42.778240 -81.214030 Railroad (Rail-Trail) (St. Thomas Elevated Park) (Former Michigan Central) Kettle Creek St. Thomas Elgin County, Ontario Ontario Canada Metal Deck Girder Fixed 0 14 Fixed 0 0 1929 0 D.W. Thurston of Detroit, Michigan 7 7 75 22.86 855 260.6 0 0 https://historicbridges.org/ontario/stthomasmicentral/little_dsc_07_small.jpg https://historicbridges.org/ontario/stthomasmicentral/little_stthomasadd_img_20220417_110634.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stthomasmicentral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.778240,-81.214030
3065 M-28 Sand River Bridge Rare in Michigan, this attractive structure mimics a design used with frequency in Ontario. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by Alpine Excavating Company of St. Ignace, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.495080 -87.107410 M-28 Sand River Rural Alger County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Alpine Excavating Company of St. Ignace, Michigan Michigan State Highway Department 3 6 66 20.12 66 20.12 35 10.67 https://historicbridges.org/concrete/sandr/little_m28sandriver_5836_small.jpg https://historicbridges.org/concrete/sandr/little_m28sandriver_5836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/sandr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.495080,-87.107410
3067 Sanford Railroad Bridge A classic Pratt railroad truss serves as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.674650 -84.387870 Railroad (Pere Marquette Rail-Trail) Tittabawassee River Sanford Midland County, Michigan Michigan United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1912 0 Unknown 5 6 125 38.1 125 38.1 0 0 https://historicbridges.org/truss/sanfordrr/little_zimg_20211113_144907_small.jpg https://historicbridges.org/truss/sanfordrr/little_zimg_20211113_144907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/sanfordrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.674650,-84.387870
3069 Sauble Falls Bridge With excellent historic integrity, this lone remnant of the Sauble Falls community is this rare and relatively long multi-span girder bridge. The technical description of the main or most noteworthy span of the bridge is a 44.3 ft (13.5 m) concrete through girder, fixed. The bridge was primarily built by Theodore Seaman. 44.676810 -81.256000 Sauble Falls Parkway (Old Alignment) Sauble River Sauble Falls Bruce County, Ontario Ontario Canada Concrete Through Girder Fixed 0 3 0 0 1930 0 Theodore Seaman 7 8 44.3 13.5 112.2 34.2 0 0 https://historicbridges.org/ontario/sauble/bkg_sauble08_small.jpg https://historicbridges.org/ontario/sauble/sauble49.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sauble/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.676810,-81.256000
3070 Sauk Creek Bridge Port Washington Bridge Nationally rare, this is the only remaining kingpost in the entire state. The technical description of the main or most noteworthy span of the bridge is a 40.4 ft (12.31 m) metal rivet-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 43.386600 -87.869350 Pedestrian Walkway Sauk Creek Port Washington Ozaukee County, Wisconsin Wisconsin United States Metal Kingpost Rivet-Connected Pony Truss Fixed 2 1 0 0 0 1925 Unknown 9 10 40.4 12.31 42.3 12.89 11.5 3.51 https://historicbridges.org/wisconsin/portwashington/little_img_3604_small.jpg https://historicbridges.org/wisconsin/portwashington/little_img_3604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/portwashington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.386600,-87.869350
3071 Saw Mill Road Bridge This is an unaltered and traditional example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by D. B. Hoover. 40.012510 -75.387250 Saw Mill Road Darby Creek Rural Delaware County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1922 0 D. B. Hoover 6 6 54 16.46 54 16.46 18.4 5.61 https://historicbridges.org/pennsylvania/sawmillrd/little_sawmillroad009_small.jpg https://historicbridges.org/pennsylvania/sawmillrd/little_sawmillroad009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.012510,-75.387250
3073 ! Schell Bridge Northfield Bridge This very old and unique cantilever bridge with ornate gothic details utilizes the rare Pennsylvania truss configuration, yet is slated for demolition! The technical description of the main or most noteworthy span of the bridge is a 352 ft (107.29 m) metal cantilever (arched) rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by New England Structural Company of East Everett, Massachusetts. The bridge was primarily designed by Edward S. Shaw of Boston, Massachusetts. 42.712230 -72.453370 Northfield Road Connecticut River Northfield Franklin County, Massachusetts Massachusetts United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 22 Cantilever (Arched) 3 0 0 1903 0 New England Structural Company of East Everett, Massachusetts Edward S. Shaw of Boston, Massachusetts 9 9 352 107.29 515 156.97 17.4 5.3 https://historicbridges.org/massachusetts/schell/little_schellbridge008887_small.jpg https://historicbridges.org/massachusetts/schell/little_schellbridge008887.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/schell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.712230,-72.453370
3074 Schuylkill River Railroad Bridge This is a large concrete arch bridge with many spans. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by L. H. Focht and Sons of Reading, Pennsylvania and McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by A. C. Shand and H. R. Leonard. 40.137760 -75.509910 Railroad (Abandoned Pennsylvania Railroad) Schuylkill River and Canal, Railroad (Reading Railroad), and Various Roads Phoenixville Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 15 Metal Through Girder Fixed 0 1 1915 0 L. H. Focht and Sons of Reading, Pennsylvania and McClintic-Marshall Company of Pittsburgh, Pennsylvania A. C. Shand and H. R. Leonard 6 6 90 27.43 1116 340.16 0 0 https://historicbridges.org/pennsylvania/phoenixvilleviaductprroverschuylkill/little_phoenixvilleviaduct020_small.jpg https://historicbridges.org/pennsylvania/phoenixvilleviaductprroverschuylkill/little_phoenixvilleviaduct020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvilleviaductprroverschuylkill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.137760,-75.509910
3077 Scottwood Road Bridge This bridge displays the unusual designs of its builder, but also has an unusual connection cap at the ends of the bridge. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.116390 -82.826670 Scottwood Road (TR-9) Slate Run Rural Huron County, Ohio Ohio United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 42 12.8 45 13.72 15.7 4.79 https://historicbridges.org/ohio/scottwood/little_img_8892_small.jpg https://historicbridges.org/ohio/scottwood/little_img_8892.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/scottwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.116390,-82.826670
3078 Searchmont Railway Bridge A magnificent pin connected Parker truss in a breathtaking scenic location! The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 46.775510 -84.050820 Railroad (Canadian National, Algoma Central) Goulais River London Algoma District, Ontario Ontario Canada Metal Parker Pin-Connected Through Truss Fixed 7 1 Metal Deck Girder Fixed 0 1 0 0 Unknown 7 8 180 54.86 230 70.1 0 0 https://historicbridges.org/truss/searchmont/little_pict3626_small.jpg https://historicbridges.org/truss/searchmont/little_pict3626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/searchmont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.775510,-84.050820
3079 Seaway Drive Railroad Overpass This railroad overpass is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal through girder, fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.216780 -86.259790 Railroad (CSX) Seaway Drive (BL-31) Muskegon Muskegon County, Michigan Michigan United States Metal Through Girder Fixed 0 2 0 0 1956 0 Carl Goodwin and Sons of Allegan, Michigan Michigan State Highway Department 1 3 105 32 209 63.7 0 0 https://historicbridges.org/michigan/seawayrr/little_railroad_bus_us-31_10_small.jpg https://historicbridges.org/michigan/seawayrr/little_railroad_bus_us-31_10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/seawayrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.216780,-86.259790
3081 Seaway International Bridge South Channel Bridge This graceful suspension bridge was built as part of a two-bridge system that carries traffic between the United States and Canada. The technical description of the main or most noteworthy span of the bridge is a 894.7 ft (272.7 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.989810 -74.739480 Seaway International Bridge Road St. Lawrence River (Fleuve Saint-Laurent) South Channel Cornwall St. Lawrence County, New York and Stormont Dundas and Glengarry United Counties, Ontario New York and Ontario Canada and United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Deck Girder Fixed 0 22 1958 0 American Bridge Company of New York, New York 7 7 894.7 272.7 3480.2 1060.76 27 8.23 https://historicbridges.org/ontario/cornwallsouth/little_cornwall_4641_small.jpg https://historicbridges.org/ontario/cornwallsouth/little_cornwall_4641.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cornwallsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.989810,-74.739480
3082 Sebago Road Bridge This is an early, unaltered, and fairly large concrete box frame type bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.926650 -70.614560 Sebago Road (ME-11 and ME-114) Muddy River Rural Cumberland County, Maine Maine United States Concrete Rigid-Frame Fixed 0 1 0 0 1930 0 Unknown 1 2 20 6.1 23 7.01 20 6.1 https://historicbridges.org/maine/sebago/little_p1500233_small.jpg https://historicbridges.org/maine/sebago/little_p1500233.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/sebago/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.926650,-70.614560
3083 Sebewaing Railroad Bridge This is a multi-span plate girder with a through girder main span and a deck girder approach. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.734170 -83.457280 Railroad (Huron and Eastern) Sebewaing River Sebewaing Huron County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/other/sebewaing/little_pict2792_small.jpg https://historicbridges.org/other/sebewaing/little_pict2792.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/sebewaing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.734170,-83.457280
3084 Secrest Ferry Bridge Owen County Bridge 9, Monroe County Bridge 164, Gosport Bridge This magnificent bridge, bypassed and preserved, is the longest example of its type in Indiana. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. 39.332520 -86.676860 County Line Road (CR 500 East) White River Rural Monroe County, Indiana and Owen County, Indiana Indiana United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 0 0 1903 2008 Vincennes Bridge Company of Vincennes, Indiana Lafayette Engineering Company of Lafayette, Indiana 8 8 320 97.54 323 98.45 15.7 4.79 https://historicbridges.org/indiana/secrestferrybridge/little_secrestferrybridge4996_small.jpg https://historicbridges.org/indiana/secrestferrybridge/little_secrestferrybridge4996.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/secrestferrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.332520,-86.676860
3086 Seneca Bridge This small, heavilly skewed bridge was bypassed long ago and the creek it crosses has been diverted. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.065020 -79.933610 Caithness Street (Old Alignment) Black Creek Caledonia Haldimand County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1913 0 Hamilton Bridge Company of Hamilton, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/senecacaledonia/little_p1400575_small.jpg https://historicbridges.org/ontario/senecacaledonia/little_p1400575.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/senecacaledonia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065020,-79.933610
3087 Seneca Lake Inlet Bridge This is a rare example of a very lightweight riveted Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.386110 -76.854670 Abandoned NY-414 Alignment Seneca Lake Inlet Near Watkins Glen Schuyler County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/watkins2/little_img_5714_small.jpg https://historicbridges.org/newyork/watkins2/little_img_5714.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/watkins2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.386110,-76.854670
3088 Seneca Road Bridge This bridge is much wider than the road it carries because it is on a former state highway alignment. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.338333 -77.660833 Veterans Avenue Canisteo River Hornell Steuben County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1938 1980 Unknown New York State Department of Public Works 5 5 155 47.24 161 49.07 39.7 12.1 https://historicbridges.org/newyork/hornell/little_img_6024_small.jpg https://historicbridges.org/newyork/hornell/little_img_6024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hornell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.338333,-77.660833
3090 Sentry Bridge A Depression-related bridge in a breathtaking setting of rock cliffs and a waterfall. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Civilian Conservation Corps. 42.374740 -76.874000 Watkins Glen State Park Trail Glen Creek Watkins Glen Schuyler County, New York New York United States Stone Elliptical Deck Arch Fixed 0 1 0 0 0 0 Civilian Conservation Corps 5 6 0 0 0 0 0 0 https://historicbridges.org/newyork/sentry/bkg_newyork761_small.jpg https://historicbridges.org/newyork/sentry/newyork2246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sentry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.374740,-76.874000
3092 Seward Bridge This bridge is a multi-span example of a standard plan truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.419900 -79.026120 PA-56 and PA-711 Conemaugh River Seward Indiana County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 2 0 0 1933 1980 Unknown Pennsylvania State Highway Department 5 5 183 55.78 377 114.91 30 9.14 https://historicbridges.org/pennsylvania/seward/little_day8seward0149_small.jpg https://historicbridges.org/pennsylvania/seward/little_day8seward0149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/seward/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.419900,-79.026120
3094 Sewells Road Bridge Although severely altered, this is an unusual example of a short span suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 43.827610 -79.199650 Sewells Road Rouge River Toronto Toronto City, Ontario Ontario Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1912 1981 Unknown Frank Barber of Toronto, Ontario 6 6 100 30.48 160 48.77 0 0 https://historicbridges.org/ontario/sewellsbridge/little_p1590556_small.jpg https://historicbridges.org/ontario/sewellsbridge/little_p1590556.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sewellsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.827610,-79.199650
3096 Shade Street Bridge D. J. Emery Bridge An attractive example of a 1950s truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 43.378110 -80.717420 Shade Street Nith River Wilmot Township (New Hamburg) Waterloo Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1953 1985 Canadian Bridge Company of Walkerville, Ontario 5 5 154 46.94 154 46.94 34 10.36 https://historicbridges.org/ontario/shade/bkg_newhamburg07_small.jpg https://historicbridges.org/ontario/shade/newhamburg28.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/shade/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.378110,-80.717420
3097 Shaffer Road Bridge This bridge was rehabilitated, showing how metal truss bridges can continue to serve vehicles effectively. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 41.649910 -80.869360 Shaffer Road Grand River Rural Ashtabula County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1913 2001 Massillon Bridge Company of Massillon, Ohio 6 7 166 50.6 168 51.21 16 4.88 https://historicbridges.org/ohio/shaffer/little_pict6131_small.jpg https://historicbridges.org/ohio/shaffer/little_pict6131.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/shaffer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.649910,-80.869360
3099 Shamrock Bridge This is the youngest of several tiny Parker pony truss bridges in this county. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. 39.721900 -80.270200 Mine Road (Wana Shamrock Road, TR-309) Pennsylvania Fork Dunkard Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 4 1 0 0 1936 0 Unknown 5 5 51.8 15.79 55 16.76 18.4 5.61 https://historicbridges.org/pennsylvania/shamrock/little_shamrock0559_small.jpg https://historicbridges.org/pennsylvania/shamrock/little_shamrock0559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shamrock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.721900,-80.270200
3103 ! Sharon NS/CSX Railroad Bridge A rare example of an unusual, and visually complex and stunning truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 41.235870 -80.512010 Railroad (Norfolk Southern and CSX) Shenango River Sharon Mercer County, Pennsylvania Pennsylvania United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 2 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sharonrr1/little_img_9430_small.jpg https://historicbridges.org/pennsylvania/sharonrr1/little_img_9430.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sharonrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.235870,-80.512010
3104 Sharon NYC Railroad Bridge This is an old two-span railroad truss bridge noted for its skew and its pinned connections. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.236110 -80.512210 Railroad (Abandoned New York Central) Shenango River Sharon Mercer County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 10 2 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sharonrr2/thumb.jpg https://historicbridges.org/pennsylvania/sharonrr2/little_pict7883.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sharonrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.236110,-80.512210
3105 Shaw Bridge This is the only surviving multi-span Whipple arch type bowstring. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by J. D. Hutchinson of Troy, New York. The bridge was primarily designed by Squire Whipple. 42.215185 -73.728778 Van Wyck Lane Claverack Creek Rural Columbia County, New York New York United States Metal (Cast Iron) Bowstring Pony Truss Fixed 9 2 0 0 1870 0 J. D. Hutchinson of Troy, New York Squire Whipple 9 10 80 24.38 164 49.99 10.5 3.2 https://historicbridges.org/newyork/shaw/little_p1080128_small.jpg https://historicbridges.org/newyork/shaw/little_p1080091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/shaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.215185,-73.728778
3106 Sheeder Mill Road Bridge This is the only remaining pin-connected through truss highway bridge in the entire county. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.151080 -75.627860 Sheeder Mill Road French Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1887 1960 John Denithorne and Sons of Phoenixville, Pennsylvania 7 7 84 25.6 88 26.82 14.8 4.51 https://historicbridges.org/pennsylvania/chester194sheeders/little_bridges076_small.jpg https://historicbridges.org/pennsylvania/chester194sheeders/little_bridges076.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester194sheeders/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.151080,-75.627860
3107 Sheep Bridge This excellent example of a Whipple truss was nicely rehabilitated by PennDOT. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.109720 -76.797780 Sheep Bridge Road (PA-4021) Conewago Creek Rural York County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1889 2010 Wrought Iron Bridge Company of Canton, Ohio 8 8 181 55.17 186 56.69 12.5 3.81 https://historicbridges.org/pennsylvania/sheepbridge/little_dscf2291_small.jpg https://historicbridges.org/pennsylvania/sheepbridge/little_dscf2291.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sheepbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.109720,-76.797780
3108 Sheldon Road Bridge The innovative Wayne County road commission developed and built bridges of this type to deal with wartime steel shortages. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete continuous slab, fixed. The bridge was primarily built by Unknown. 42.286390 -83.476350 Sheldon Road Lower River Rouge Canton Wayne County, Michigan Michigan United States Concrete Slab Fixed 0 Continuous 3 0 0 1946 1985 Unknown 2 2 24 7.32 63 19.2 24 7.32 https://historicbridges.org/michigan/sheldon/little_p1370652_small.jpg https://historicbridges.org/michigan/sheldon/little_p1370652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sheldon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.286390,-83.476350
3109 Shelocta Bridge Today the oldest highway truss in the county, this bridge is a rare example of a standard plan polygonal Warren pony truss in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Pennsylvania State Highway Department. 40.657160 -79.304230 PA-56 Crooked Creek Shelocta Indiana County, Pennsylvania Pennsylvania United States Metal Polygonal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 8 1 0 0 1929 0 American Bridge Company of New York, New York Pennsylvania State Highway Department 5 6 111 33.83 119 36.27 22.3 6.8 https://historicbridges.org/pennsylvania/shelocta/little_dscf3505_small.jpg https://historicbridges.org/pennsylvania/shelocta/little_dscf3505.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shelocta/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.657160,-79.304230
3111 Shepardsville Road Bridge An early surviving example of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Donald L. McDowell. 43.014410 -84.425820 Shepardsville Road Maple River Rural Clinton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1958 0 Donald L. McDowell 1 3 40 12.19 79.7 24.29 25 7.62 https://historicbridges.org/michigan/shepardsville/little_p1430640_small.jpg https://historicbridges.org/michigan/shepardsville/little_p1430640.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/shepardsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.014410,-84.425820
3112 Sheridan Drive Railroad Overpass Crossing six lanes, this railroad overpass has a large through plate girder span. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. 42.980810 -78.888260 Railroad (Penn Central) Sheridan Drive (NY-324) Tonawanda Erie County, New York New York United States Metal Through Girder Fixed 0 3 0 0 1937 0 Bethlehem Steel Company of Bethlehem, Pennsylvania 2 3 0 0 0 0 0 0 https://historicbridges.org/newyork/sheridandrive/little_p1420289_small.jpg https://historicbridges.org/newyork/sheridandrive/little_p1420289.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sheridandrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.980810,-78.888260
3113 Sheridan Road Bridge This unique bridge is an integral part of the Wilmette Pumping Station. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Carlton R. Dart. 42.075510 -87.685020 Sheridan Road North Shore Channel Wilmette Cook County, Illinois Illinois United States Metal Deck Girder Fixed 0 5 0 0 1910 0 Unknown Carlton R. Dart 6 7 77 23.47 210 64.01 46 14.02 https://historicbridges.org/illinois/sheridan/little_dscf2783_small.jpg https://historicbridges.org/illinois/sheridan/little_dscf2783.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.075510,-87.685020
3114 Sherman Park Northeast Bridge One of two traditional concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.797780 -87.656140 Park Walkway Sherman Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/shermannortheast/little_p1270949_small.jpg https://historicbridges.org/illinois/shermannortheast/little_p1270949.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermannortheast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.797780,-87.656140
3115 Sherman Park Northwest Bridge One of two traditional concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.797760 -87.658690 Park Walkway Sherman Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/shermannorthwest/little_p1270961_small.jpg https://historicbridges.org/illinois/shermannorthwest/little_p1270961.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermannorthwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.797760,-87.658690
3116 Sherman Park Southeast Bridge One of two rustic stone faced concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.795200 -87.655860 Park Walkway Sherman Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/shermansoutheast/little_p1270931_small.jpg https://historicbridges.org/illinois/shermansoutheast/little_p1270931.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermansoutheast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.795200,-87.655860
3117 Sherman Park Southwest Bridge One of two rustic stone faced concrete arch bridges in Sherman Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.795730 -87.658990 Park Walkway Sherman Park Lagoon Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/shermansouthwest/little_p1270987_small.jpg https://historicbridges.org/illinois/shermansouthwest/little_p1270987.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shermansouthwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.795730,-87.658990
3121 Short Line Bridge Marcy Trestle An altered structure, this is a very tall and impressive bridge that soars over the river valley. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.427200 -81.665260 Railroad (CSX) Cuyahoga River Cuyahoga Heights Cuyahoga County, Ohio Ohio United States Metal Modified Warren (Subdivided) Rivet-Connected Deck Truss Fixed 8 0 0 0 1907 0 King Bridge Company of Cleveland, Ohio 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/shortline/cleveland0337_small.jpg https://historicbridges.org/ohio/shortline/cleveland0359.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/shortline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.427200,-81.665260
3122 Short Line Bridge Milwaukee Road Railroad Bridge This is an impressive and uncommon example of a Baltimore deck truss. The technical description of the main or most noteworthy span of the bridge is a 324 ft (98.76 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.956200 -93.212570 Railroad (Canadian Pacific) Mississippi River and River Parkway Minneapolis Hennepin County, Minnesota Minnesota United States Metal Baltimore Pin-Connected Deck Truss Fixed 0 3 Metal Through Girder Fixed 0 4 1902 0 American Bridge Company of New York, New York 7 7 324 98.76 1061 323.39 22 6.71 https://historicbridges.org/minnesota/stanthonyaverr/little_stanthonyaverr0967_small.jpg https://historicbridges.org/minnesota/stanthonyaverr/little_stanthonyaverr0967.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stanthonyaverr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.956200,-93.212570
3123 Shough Creek Road Bridge This bridge has old v-laced railings that could be from a previous bridge, or indicate that this is an old steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.740260 -80.364710 Shough Creek Road (TR-349) Bloody Run Rural Greene County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 2 0 0 0 1973 Unknown 1 1 28 8.53 30.8 9.39 14 4.27 https://historicbridges.org/pennsylvania/shoughcreek/little_shoughcreek0504_small.jpg https://historicbridges.org/pennsylvania/shoughcreek/little_shoughcreek0504.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shoughcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.740260,-80.364710
3126 Sideroad 15 Bridge One of a rapidly disappearing group of beautiful heritage concrete bowstring rainbow arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. 43.757390 -80.402570 Sideroad 15 Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1928 0 Reid-Riddell Engineering of Toronto, Ontario 7 7 0 0 74 22.56 18.4 5.61 https://historicbridges.org/ontario/sideroad15arch/little_p1560444_small.jpg https://historicbridges.org/ontario/sideroad15arch/little_p1560444.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad15arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.757390,-80.402570
3127 Sideroad 15 Bridge This truss bridge was closed after being severely damaged by impact due to an overheight vehicle. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.795490 -80.360530 Sideroad 15 Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/sideroad15/little_p1560498_small.jpg https://historicbridges.org/ontario/sideroad15/little_p1560498.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad15/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.795490,-80.360530
3129 Sidney Branch Railroad Bridge Abandoned decades ago, the railroad line is long gone, but this bridge remains here in good condition. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.333870 -85.842620 Railroad (Abandoned Pennsylvania Railroad) Sidney Branch Flatrock River Rural Bartholomew County, Indiana Indiana United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/indiana/sidneybranchrailroadbridge/little_rick558_small.jpg https://historicbridges.org/indiana/sidneybranchrailroadbridge/little_rick558.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sidneybranchrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.333870,-85.842620
3130 ! Sidney Road Bridge Gowen Bridge This attractive structure is a good representative example of its kind, and is in decent condition, yet also slated for demolition. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.250020 -85.298110 Sidney Road (CR-510) Flat River Gowen Montcalm County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 Unknown Michigan State Highway Department 2 2 62 18.9 65 19.81 23 7.01 https://historicbridges.org/michigan/sidney/little_sidney_rd_flat_r_2_small.jpg https://historicbridges.org/michigan/sidney/little_sidney_rd_flat_r_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sidney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.250020,-85.298110
3131 Siemens Railroad Bridge This is an impressive railroad overpass utilizing an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 46.476120 -90.092680 Railroad (Abandoned) Railroad (Rail-Trail) Siemens (Rural) Gogebic County, Michigan Michigan United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 1896 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/bessemer/main_small.jpg https://historicbridges.org/michigan/bessemer/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bessemer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.476120,-90.092680
3132 Sierra Boulevard Bridge This rare rainbow arch bridge is also noted for its long curved approach system. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Jenkins and Anderson. The bridge was primarily designed by H. B. Hammill. 38.754110 -121.285030 Sierra Boulevard Railroad (Union Pacific) and Roseville Street Roseville Placer County, California California United States Concrete Rainbow Through Arch Fixed 0 1 Concrete Slab Fixed 0 13 1929 0 Jenkins and Anderson H. B. Hammill 7 8 87 26.52 364 110.95 21.7 6.61 https://historicbridges.org/california/sierraboulevard/little_day3_sierraboulevard03555_small.jpg https://historicbridges.org/california/sierraboulevard/little_day3_sierraboulevard03555.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/sierraboulevard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.754110,-121.285030
3133 Sigler Road Bridge This is an unmodified example of a historic curved t-beam, an old example that actually predates the official Interstate system. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.037280 -83.287360 Sigler Road I-75 Rural Monroe County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1954 0 Unknown Michigan State Highway Department 3 6 77.8 23.71 261.8 79.8 26 7.92 https://historicbridges.org/concrete/sigler/MonroeWayne240_small.jpg https://historicbridges.org/concrete/sigler/MonroeWayne235.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/sigler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.037280,-83.287360
3134 Silk Street Bridge A rare and beautiful structure that has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.217450 -76.193490 Silk Street East Branch Owego Creek Newark Valley Tioga County, New York New York United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 1888 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 67 20.42 69 21.03 12.5 3.81 https://historicbridges.org/newyork/silk/bkg_newyork510_small.jpg https://historicbridges.org/newyork/silk/newyork1461.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/silk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.217450,-76.193490
3136 Silverwood Road Bridge The last noteworthy historic bridge in Lapeer is a spectacular example of a skewed mid-size concrete camelback bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete 75 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 43.245590 -83.247100 Silverwood Road North Branch Flint River Rural Lapeer County, Michigan Michigan United States Concrete 75 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown Michigan State Highway Department 7 9 70 21.34 75 22.86 22 6.71 https://historicbridges.org/michigan/silverwood/bkg_gclc22_small.jpg https://historicbridges.org/michigan/silverwood/little_apr22_silverwood_20220402_154211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/silverwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.245590,-83.247100
3138 ! Simpson Road Bridge A noteworthy example of a York Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. Special note about bridge location: This bridge was as of 2016 closed to traffic. 39.990590 -79.887690 Simpson Road (TR-326) Dunlap Creek Rural Fayette County, Pennsylvania Pennsylvania United States This bridge was as of 2016 closed to traffic. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1905 1905 York Bridge Company of York, Pennsylvania 6 6 78 23.77 78 23.77 12.5 3.81 https://historicbridges.org/pennsylvania/simpson/little_dscf6190_small.jpg https://historicbridges.org/pennsylvania/simpson/little_dscf6190.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/simpson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.990590,-79.887690
3139 Siphon Bridge With a roadway that once was lower than the water it crosses, this bridge is an unusual structure that crosses an equally unusual waterway. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete continuous slab, fixed. The bridge was primarily built by Manistique Pulp and Paper Company of Manistique, Michigan. 45.961990 -86.249910 M-94 (Deer Street) Manistique River Manistique Schoolcraft County, Michigan Michigan United States Concrete Slab Fixed 0 Continuous 5 Concrete T-Beam Fixed 0 3 1918 2004 Manistique Pulp and Paper Company of Manistique, Michigan 6 6 44 13.41 296 90.22 42 12.8 https://historicbridges.org/michigan/m94manistique/little_m94manistique09_small.jpg https://historicbridges.org/michigan/m94manistique/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m94manistique/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.961990,-86.249910
3140 Sixes Bridge A very photogenic two-span through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.630670 -77.288370 Sixes Bridge Road Monocacy River Rural Frederick County, Maryland and Carroll County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1910 1995 York Bridge Company of York, Pennsylvania 7 7 119 36.27 240 73.15 15 4.57 https://historicbridges.org/maryland/sixes/little_pict3938_small.jpg https://historicbridges.org/maryland/sixes/little_pict3938.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/sixes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.630670,-77.288370
3141 Skeena River Crossing Bridge A large, massive, and visually impressive deck truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 55.098016 -127.815799 Railroad (Grand Trunk Pacific) Skeena River Rural Kitimat-Stikine District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Deck Truss Fixed 8 3 Metal Deck Girder Fixed 0 0 1911 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/skeenacrossing/little_4943282865_5fb279d5a8skeenarivercrossingbridge_o_small.jpg https://historicbridges.org/britishcolumbia/skeenacrossing/little_4943282865_5fb279d5a8skeenarivercrossingbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/skeenacrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.098016,-127.815799
3142 Skiles Athletic Field Bridge Whitney Avenue Bridge This bridge has unusual railings that the Massillon Bridge Company sometimes put on its bridges. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.879490 -82.659610 Pedestrian Walkway Black Fork River Shelby Richland County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio 6 6 0 0 85 25.91 12 3.66 https://historicbridges.org/ohio/skiles/little_img_8861_small.jpg https://historicbridges.org/ohio/skiles/little_img_8861.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/skiles/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.879490,-82.659610
3144 Skookum Road Bridge An early example of a pre-stressed concrete bridge and one that actually has some level of aesthetic value. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) concrete Adjacent box beam, fixed. The bridge was primarily built by Wadel Construction Company. 44.079450 -85.642920 Skookum Road Pine River Rural Lake County, Michigan Michigan United States Concrete Adjacent Box Beam Fixed 0 3 0 0 1958 0 Wadel Construction Company 1 3 34.8 10.61 105 32 26 7.92 https://historicbridges.org/michigan/skookum/little_2011august041_small.jpg https://historicbridges.org/michigan/skookum/little_2011august041.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/skookum/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.079450,-85.642920
3145 Sloat Boulevard Bridge This bridge is an attractive and unaltered example of a 1930s highway over highway grade separation. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 37.733910 -122.493870 Sloat Boulevard (CA-35) Sunset Boulevard San Francisco San Francisco County, California California United States Concrete Curved T-Beam Fixed 0 6 0 0 1931 0 Unknown 4 6 65 19.81 240 73.15 88 26.82 https://historicbridges.org/california/sloat/little_day4_sloatboulevard05671_small.jpg https://historicbridges.org/california/sloat/little_day4_sloatboulevard05671.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/sloat/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.733910,-122.493870
3147 Smiths Falls Railway Bridge This plate girder bridge is located a short distance from a rare bascule bridge, and was likely constructed at the same time. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed, Rolling Lift. The bridge was primarily built by Unknown. 44.896950 -76.028910 Railroad (Abandoned Canadian Northern) Rideau River Smiths Falls Lanark County, Ontario Ontario Canada Metal Through Girder Fixed Rolling Lift 0 5 0 0 1913 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/ontario/smithsfallsrailway/little_smithsfallsrailway2815_small.jpg https://historicbridges.org/ontario/smithsfallsrailway/little_smithsfallsrailway2815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.896950,-76.028910
3149 Smithfield Street Bridge In a city of historic bridges, this is Pittsburgh's most important remaining bridge, and perhaps the most visually stunning as well. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Andrew Kloman. The bridge was primarily designed by Gustav Lindenthal. 40.435060 -80.001970 Smithfield Street Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Lenticular Pin-Connected Through Truss Fixed 13 1 Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 0 6 1883 1994 Andrew Kloman Gustav Lindenthal 10 10 360 109.73 1177 358.75 42 12.8 https://historicbridges.org/truss/smithfield/little_img_2653_small.jpg https://historicbridges.org/truss/smithfield/little_img_2653.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/smithfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.435060,-80.001970
3150 Smith Street Bridge Bridge E-183 This fixed pony truss is unusual when compared to other nearby historic Erie Canal bridges. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.216190 -77.943550 Smith Street Erie Canal (New York State Barge Canal) Brockport Monroe County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 12 1 Concrete Slab Fixed 0 2 1910 2012 Unknown 6 7 119 36.27 160 48.77 14.8 4.51 https://historicbridges.org/newyork/smithstreet/little_p1420382_small.jpg https://historicbridges.org/newyork/smithstreet/little_p1420382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/smithstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.216190,-77.943550
3152 Smith Road Bridge Concord-Fairhaven Road Bridge The oldest of a number of remaining mid-20th century Champion Bridge Company of Wilmington, Ohio bridges in Preble County. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.651080 -84.768740 Smith Road (TR-216, Concord-Fairhaven Road) 4 Mile Creek Rural Preble County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1955 0 Champion Bridge Company of Wilmington, Ohio 4 4 76 23.16 83 25.3 16 4.88 https://historicbridges.org/ohio/smith/little_pict2113_small.jpg https://historicbridges.org/ohio/smith/little_pict2113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/smith/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.651080,-84.768740
3155 Smiths Crossing Bridge Bailey Bridge Among Michigan's longest truss bridges is this impressive two-span structure. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 43.564210 -84.187220 Smiths Crossing Road (Bailey Bridge Road) Tittabawassee River Mapleton (Rural) Midland County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 1907 0 Joliet Bridge and Iron Company of Joliet, Illinois 7 8 150 45.72 300 91.44 15.4 4.69 https://historicbridges.org/truss/smithscrossing/little_img_5181_small.jpg https://historicbridges.org/truss/smithscrossing/little_img_5181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/smithscrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.564210,-84.187220
3156 Smithton High-Level Bridge This bridge is an impressive structure to view from below. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.161820 -79.758980 I-70 Youghiogheny River Near Smithton Westmoreland County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Continuous 3 Metal Warren Rivet-Connected Deck Truss Fixed 6 5 1956 2002 Unknown 6 5 288 87.78 1355 413 64 19.51 https://historicbridges.org/pennsylvania/i70yriver/bkg_swpenn0895_small.jpg https://historicbridges.org/pennsylvania/i70yriver/swpenn071764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/i70yriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.161820,-79.758980
3158 Sneath Road Bridge This bridge is one of the few heritage truss bridges in Ontario to be spared demolition and instead preserved! The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.885480 -79.722030 Sneath Road Humber River Bolton Peel Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 2011 Unknown 6 7 49 14.94 81 24.69 0 0 https://historicbridges.org/ontario/sneathbridge/little_p1580035_small.jpg https://historicbridges.org/ontario/sneathbridge/little_p1580035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sneathbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.885480,-79.722030
3159 ! Snodgrass Slough Bridge Twin Cities Road Bridge This small swing span is sentenced to the dumpster despite its historic and visual qualities. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by C. J. Nystedt and M. A. Jenkins. 38.276790 -121.497810 Twin Cities Road (CR-E13) Snodgrass Slough Rural Sacramento County, California California United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Concrete Slab Fixed 0 30 1931 1965 C. J. Nystedt and M. A. Jenkins 6 6 184 56.08 1038 316.38 21 6.4 https://historicbridges.org/california/twincitiesroadsnodgrassslough/little_day3_twincitiesroadsnodgrasssloughbridge03861_small.jpg https://historicbridges.org/california/twincitiesroadsnodgrassslough/little_day3_twincitiesroadsnodgrasssloughbridge03861.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/twincitiesroadsnodgrassslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.276790,-121.497810
3160 Snow Road Bridge A small but unaltered example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.924700 -86.480080 Snow Road Drain To Hickory Creek Rural Berrien County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/michigan/snow/little_5162011_246_small.jpg https://historicbridges.org/michigan/snow/little_5162011_270.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/snow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.924700,-86.480080
3161 Snyder Memorial Bridge This extraordinary bridge is extremely ornate, and has a unique design that combines an arch with a truss. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal three-hinged through arch, fixed. The bridge was primarily built by Unknown. 39.933600 -83.837030 Snyder Park Road Buck Creek Springfield Clark County, Ohio Ohio United States Metal Three-Hinged Through Arch Fixed 0 1 0 0 1897 1995 Unknown 9 9 120 36.58 124 37.8 22 6.71 https://historicbridges.org/ohio/snyderpark/little_img_3035_small.jpg https://historicbridges.org/ohio/snyderpark/little_img_3035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/snyderpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.933600,-83.837030
3163 Snyder Road Bridge This beautiful metal truss bridge has an unusual pony truss approach span and an impressive main span. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 40.332540 -75.480900 Snyder Road Perkiomen Creek Perkiomenville Montgomery County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 8 1 Metal Parker Rivet-Connected Pony Truss Fixed 4 1 1904 1996 York Bridge Company of York, Pennsylvania 7 7 120 36.58 172 52.43 15 4.57 https://historicbridges.org/pennsylvania/perkiomenville/little_dscf0234_small.jpg https://historicbridges.org/pennsylvania/perkiomenville/little_dscf0234.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/perkiomenville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.332540,-75.480900
3164 Soda Creek Private Bridge North Soda Canyon Private Bridge North One of two small and unusual private driveway bridges on this creek. The technical description of the main or most noteworthy span of the bridge is a wood Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 38.374910 -122.282030 Private Driveway Soda Creek Rural Napa County, California California United States Wood Kingpost Pony Truss Fixed 2 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/california/sodacanyonroadprivatebridgenorth/little_day5_sodacanyonroadprivatebridgenorth07248_small.jpg https://historicbridges.org/california/sodacanyonroadprivatebridgenorth/little_day5_sodacanyonroadprivatebridgenorth07248.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/sodacanyonroadprivatebridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.374910,-122.282030
3167 Soldiers Home Bridge Steel Bridge This magnificent bridge is extremely hard to photograph due to adjacent trees. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Bayne and Hewett of Minneapolis, Minnesota. 44.912420 -93.207000 Soldiers Road Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 1 Metal Deck Girder Fixed 0 8 1908 1997 Bayne and Hewett of Minneapolis, Minnesota 8 8 288 87.78 626.7 191.02 18 5.49 https://historicbridges.org/minnesota/minnehahaparksoldiershome/little_minnehahaparksoldiershome3681_small.jpg https://historicbridges.org/minnesota/minnehahaparksoldiershome/little_minnehahaparksoldiershome3681.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparksoldiershome/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.912420,-93.207000
3168 Songo Lock Bridge This early American Bridge Company Bridge is an extremely rare operable hand turned swing bridge, and is of simple design. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by American Bridge Company of New York, New York. 43.931930 -70.577980 State Park Road Songo River Rural Cumberland County, Maine Maine United States Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1901 1926 American Bridge Company of New York, New York 8 8 56 17.07 60 18.29 13.5 4.11 https://historicbridges.org/maine/stateparkroad/little_p1500224_small.jpg https://historicbridges.org/maine/stateparkroad/little_p1500224.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/stateparkroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.931930,-70.577980
3169 ! Sonora Road Bridge TR-445 Bridge A traditional Pratt through truss creates a beautiful historic landmark to the surrounding area. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 39.887580 -84.590050 Sonora Road (TR-445) Twin Creek Rural Preble County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1902 0 Indiana Bridge Company of Muncie, Indiana 7 6 87 26.52 93 28.35 15.7 4.79 https://historicbridges.org/ohio/sonora/little_pict2836_small.jpg https://historicbridges.org/ohio/sonora/little_pict2836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sonora/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.887580,-84.590050
3170 Soo Line High Bridge Arcola High Bridge This unique arch bridge is one of the most significant examples of its type in the country. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota. Special note about bridge location: This bridge is best viewed and approached from the west, where you can walk trails through a 45.123210 -92.742760 Railroad (Canadian National) St. Croix River Rural Washington County, Minnesota and St. Croix County, Wisconsin Minnesota and Wisconsin United States This bridge is best viewed and approached from the west, where you can walk trails through a Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 7 5 Metal Deck Girder Fixed 0 8 1911 0 American Bridge Company of New York, New York Claude Allen Porter Turner of Minneapolis, Minnesota 9 10 350 106.68 2682 817.47 0 0 https://historicbridges.org/minnesota/soolinehigh/little_soolinehigh5403_4_5_fused_small.jpg https://historicbridges.org/minnesota/soolinehigh/little_soolinehigh5403_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/soolinehigh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.123210,-92.742760
3171 Soo Line Powder Mill Creek Bridge An example of small-scale railroad concrete arch construction. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.473790 -90.071860 Railroad (Abandoned Soo Line) Powder Mill Creek Near Bessemer Gogebic County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/michigan/soolinepowdermill/bkg_IMG_0409-163_small.jpg https://historicbridges.org/michigan/soolinepowdermill/IMG_0409.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/soolinepowdermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.473790,-90.071860
3172 Souder Avenue Bridge This bridge is significant for its distinctive, decorative colored tiles. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.961860 -83.022890 Railroad (Conrail) Souder Avenue Columbus Franklin County, Ohio Ohio United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/ohio/souder/little_souder_037_small.jpg https://historicbridges.org/ohio/souder/little_souder_037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/souder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.961860,-83.022890
3173 South Avenue Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete rigid-frame, fixed. The bridge was primarily built by Daniel Deering Construction Company of Norwalk, Connecticut. 41.119110 -73.483100 South Avenue (CT-124) Merritt Parkway (CT-15) New Canaan Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1937 0 Daniel Deering Construction Company of Norwalk, Connecticut 6 6 68 20.73 79 24.08 45 13.72 https://historicbridges.org/connecticut/south/little_img_2181_small.jpg https://historicbridges.org/connecticut/south/little_img_2181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.119110,-73.483100
3176 South Bend Canadian National Railroad Bridge This bridge features ornate highway overpasses. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.664380 -86.235120 Railroad (Canadian National) St. Joseph River, Northside Boulevard, and Lincoln Way (IN-933) South Bend St. Joseph County, Indiana Indiana United States Metal Deck Girder Fixed 0 6 0 0 1929 0 American Bridge Company of New York, New York 3 5 108 32.92 608 185.32 0 0 https://historicbridges.org/indiana/eddy/little_southbendrr020_small.jpg https://historicbridges.org/indiana/eddy/little_southbendrr020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/eddy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.664380,-86.235120
3177 South Bridge (Stone Facing) Animal Bridge The decorative stone and sculptures from an extremely rare Kahn reinforced concrete arch bridge were salvaged and placed on a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 47.2 ft (14.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Thomas E. Hill. The bridge was primarily designed by Peter J. Weber. 41.775900 -87.575150 US-41 (Coast Guard Drive) Jackson Park South Lagoon Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1904 2003 Thomas E. Hill Peter J. Weber 8 8 47.2 14.39 49.2 15 67.3 20.51 https://historicbridges.org/illinois/jacksonsouthus41/little_p1290245_small.jpg https://historicbridges.org/illinois/jacksonsouthus41/little_p1290245.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksonsouthus41/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.775900,-87.575150
3179 ! South Canal Bridge This once proud truss bridge has suffered from structural failure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.700910 -71.161660 Access Road South Canal Lawrence Essex County, Massachusetts Massachusetts United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Boston Bridge Works of Boston, Massachusetts 5 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/southcanal/little_pict6550_small.jpg https://historicbridges.org/massachusetts/southcanal/little_img_1900.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/southcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.700910,-71.161660
3180 South Cass Street Bridge American Legion Memorial Bridge The beauty of this Luten bridge was decimated by the removal of its decorative railings. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Aldrich and Cook and Jerome Wilhelm. 44.760833 -85.620833 South Cass Street Boardman River Traverse City Grand Traverse County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Aldrich and Cook and Jerome Wilhelm 2 4 68 20.73 68 20.73 40 12.19 https://historicbridges.org/michigan/traverse_cass_south/little_dscf4463_small.jpg https://historicbridges.org/michigan/traverse_cass_south/little_dscf4463.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_cass_south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.760833,-85.620833
3181 South County Line Road Bridge Bricker Road Bridge The county's only highway truss, this bridge was relocated onto a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.268740 -85.100830 Fred Meijer Heartland Trail Fish Creek Rural (Near Stanton) Montcalm County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1880 1998 Unknown 6 7 78 23.77 80.5 24.54 11.8 3.6 https://historicbridges.org/michigan/southcountyline/little_pict7029_small.jpg https://historicbridges.org/michigan/southcountyline/little_pict7029.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southcountyline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.268740,-85.100830
3182 South Deere Park Bridge This tiny concrete arch bridge has an attractive stone facing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.153530 -87.761540 South Deere Park Drive Ravine Highland Park Lake County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 1994 Unknown 5 6 32.2 9.81 44 13.41 18 5.49 https://historicbridges.org/illinois/deerepark/little_deerepark1886_small.jpg https://historicbridges.org/illinois/deerepark/little_deerepark1886.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/deerepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.153530,-87.761540
3183 South Island Park Bridge This is a small concrete arch bridge with a stone facing. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.882150 -88.303200 Fox River Trail (Non-Motorized Traffic) Fox River East Channel Geneva Kane County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/illinois/genevapark/little_p1170322_3_4_enhanced_small.jpg https://historicbridges.org/illinois/genevapark/little_p1170322_3_4_enhanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/genevapark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.882150,-88.303200
3184 South Road Bridge Iowa Bridge Number 63170 A small, but attractive riveted pony truss just off the main road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.359410 -91.237410 South Road Drive Clear Creek Rural Allamakee County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1915 1962 Unknown 4 5 70 21.34 72.2 22.01 18 5.49 https://historicbridges.org/iowa/southroad/little_dscf5397_small.jpg https://historicbridges.org/iowa/southroad/little_dscf5397.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/southroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.359410,-91.237410
3185 South Bridge Bernard Lown Peace Bridge This is an impressive multi-span example of a 1930s truss bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 44.089430 -70.221350 Cedar Street and Broad Street Androscoggin River Lewiston and Auburn Androscoggin County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 3 0 0 1937 1996 Phoenix Bridge Company of Phoenixville, Pennsylvania 6 7 235 71.63 723 220.37 40.7 12.41 https://historicbridges.org/maine/south/little_p1480357_small.jpg https://historicbridges.org/maine/south/little_p1480357.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.089430,-70.221350
3186 South St. Paul Railroad Bridge Chicago and North Western Railroad Bridge This swing bridge was demolished and replaced in 1981, but the approach truss span remains original and noteworthy. The technical description of the main or most noteworthy span of the bridge is a 401 ft (122.22 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and American Bridge Company of New York, New York. 44.918500 -93.050710 Railroad (Union Pacific) Mississippi River South St. Paul Dakota County, Minnesota and Ramsey County, Minnesota Minnesota United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Pin-Connected 7 0 1910 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and American Bridge Company of New York, New York 7 5 401 122.22 1275 388.62 0 0 https://historicbridges.org/minnesota/southstpaul/little_southstpaul1334_small.jpg https://historicbridges.org/minnesota/southstpaul/little_southstpaul1334.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/southstpaul/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.918500,-93.050710
3187 South Union Street Bridge One of the most important bridges in the Traverse City collection of old and historic bridges. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 44.761944 -85.623611 South Union Street Boardman River Traverse City Grand Traverse County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1931 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 2 3 72.8 22.19 74.8 22.8 40 12.19 https://historicbridges.org/michigan/traverse_union_south/little_dscf4446_small.jpg https://historicbridges.org/michigan/traverse_union_south/little_dscf4446.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/traverse_union_south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.761944,-85.623611
3190 Southern Michigan Railroad Bridge Tecumseh Railroad Bridge A beautiful historic bridge, with a documented builder history, today carries historic train tours! The technical description of the main or most noteworthy span of the bridge is a 116.9 ft (35.63 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 41.943260 -83.946070 Railroad (Southern Michigan Railroad Society) River Raisin Near Tecumseh Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 3 1896 0 Detroit Bridge and Iron Works of Detroit, Michigan 7 8 116.9 35.63 254.9 77.69 0 0 https://historicbridges.org/truss/tecumseh/little_pict0148_small.jpg https://historicbridges.org/truss/tecumseh/little_pict0148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/tecumseh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.943260,-83.946070
3191 Southern Avenue Railroad Truss Bridge A rare example of a continuous truss with assymetrical configuration, this massive, wide structure is the only truss railroad overpass in the lower peninsula. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 42.317660 -83.160320 Railroad (CSX) Southern Avenue and Railroad (Norfolk Southern) Dearborn Wayne County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 9 Continuous 3 0 0 1930 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 7 8 109 33.22 233 71.02 0 0 https://historicbridges.org/truss/southern/little_pict0364_small.jpg https://historicbridges.org/truss/southern/little_pict0364.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/southern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317660,-83.160320
3193 Southview Road Bridge This is a strikingly crude and simple looking arch bridge that looks older than it really is. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.326500 -80.254470 Southview Road (PA-4039) Millers Run Rural Washington County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 Unknown 5 4 34 10.36 54 16.46 14.8 4.51 https://historicbridges.org/pennsylvania/southviewroad/little_southviewroad0369_small.jpg https://historicbridges.org/pennsylvania/southviewroad/little_southviewroad0369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/southviewroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.326500,-80.254470
3194 Southview Road Railroad Overpass This is a typical narrow tunnel-like concrete arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.326840 -80.255250 Railroad (Montour Rail-Trail) Southview Road Rural Washington County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/southviewroadoverpass/little_southviewroadoverpass0348_small.jpg https://historicbridges.org/pennsylvania/southviewroadoverpass/little_southviewroadoverpass0348.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/southviewroadoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.326840,-80.255250
3197 Spalding Railroad Bridge This impressive lattice truss span is a testimony to the origins of this railroad line with Chicago NorthWestern. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Lattice through truss, fixed. The bridge was primarily built by Unknown. 45.694770 -87.514880 Railroad (Canadian National) Cedar River Spalding Menominee County, Michigan Michigan United States Metal Lattice Rivet-Connected Through Truss Fixed 8 1 0 0 1917 0 Unknown 7 8 119 36.27 120 36.58 12 3.66 https://historicbridges.org/michigan/spaldingrrbridge/little_spaldingrrbridge_0847_small.jpg https://historicbridges.org/michigan/spaldingrrbridge/little_spaldingrrbridge_0847.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/spaldingrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.694770,-87.514880
3198 Sparksville Bridge Sparks Ferry Bridge / Jackson County Bridge 203 This bridge is a large, multi-span example of its type, and its individual spans are large as well. The technical description of the main or most noteworthy span of the bridge is a 180.8 ft (55.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. 38.777670 -86.227230 Sparks Ferry Road (CR-1040 West) East Fork White River Rural Jackson County, Indiana and Washington County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 10 2 Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 1890 0 Youngstown Bridge Company of Youngstown, Ohio 7 8 180.8 55.11 424.2 129.3 15.4 4.69 https://historicbridges.org/indiana/sparksferry/little_dscf7040_small.jpg https://historicbridges.org/indiana/sparksferry/little_dscf7040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sparksferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.777670,-86.227230
3202 Speed River Railway Bridge Guelph Railway Bridge This is a small deck plate girder resting on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.547020 -80.243120 Railroad (Canadian Pacific) Speed River Guelph Wellington County, Ontario Ontario Canada Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/ontario/guelphrr/little_guelphrr1322_small.jpg https://historicbridges.org/ontario/guelphrr/little_guelphrr1322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/guelphrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547020,-80.243120
3203 Speers Railroad Bridge Belle Vernon Railroad Bridge This giant bridge is one of the only bridges in the entire state to display the rare K-truss configuration. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal rivet-connected K-Truss through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. N. Doud. 40.127150 -79.879400 Railroad (Norfolk Southern) Monongahela River Belle Vernon and Speers Washington County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal K-Truss Rivet-Connected Through Truss Fixed 12 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 0 1930 0 American Bridge Company of New York, New York A. N. Doud 8 8 450 137.16 2610 795.53 0 0 https://historicbridges.org/pennsylvania/speersrr/bkg_swpenn0867_small.jpg https://historicbridges.org/pennsylvania/speersrr/swpenn071676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/speersrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.127150,-79.879400
3204 ! Sperry Road Bridge A good example of a 1940s bridge that features an uncommon railing design. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by D. T. Frank. 42.961350 -82.905560 Sperry Road Belle River Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1948 0 D. T. Frank 2 4 40 12.19 79.7 24.29 28 8.53 https://historicbridges.org/beam/sperry/bkg_07hbme287_small.jpg https://historicbridges.org/beam/sperry/07hbme532.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/sperry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.961350,-82.905560
3207 Spoolsville Bridge An attractive concrete arch bridge adds beauty to a historic route. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.450250 -77.562620 Old National Pike (US-40 ALT) Catoctin Creek Rural Frederick County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 Unknown 5 5 85 25.91 85 25.91 24 7.32 https://historicbridges.org/maryland/spoolsville/little_pict3628_small.jpg https://historicbridges.org/maryland/spoolsville/little_pict3628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/spoolsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.450250,-77.562620
3208 Sport Hill Road Bridge Easton Turnpike Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 41.220850 -73.254440 Sport Hill Road (Easton Turnpike, CT-59) Merritt Parkway (CT-15) Plattsville Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1936 1995 Unknown 6 6 78 23.77 81 24.69 48 14.63 https://historicbridges.org/connecticut/59/little_img_2368_small.jpg https://historicbridges.org/connecticut/59/little_img_2368.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/59/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.220850,-73.254440
3209 Sportman Road Bridge This traditonal pin-connected through truss has had a load-bearing arch added. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.785040 -79.709980 Sportman Road (TR-896) East Branch Oil Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1901 1994 Unknown 7 7 84 25.6 85 25.91 13 3.96 https://historicbridges.org/pennsylvania/sportmanroad/little_sportmanroad0301_small.jpg https://historicbridges.org/pennsylvania/sportmanroad/little_sportmanroad0301.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sportmanroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.785040,-79.709980
3210 Sportman Road Railroad Bridge An abandoned railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 41.784590 -79.709070 Railroad (Abandoned Oil Creek and Allegheny Valley Railroad) East Branch Oil Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sportmanroadrr/little_sportmanroadrr0253_small.jpg https://historicbridges.org/pennsylvania/sportmanroadrr/little_sportmanroadrr0253.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sportmanroadrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.784590,-79.709070
3211 Spring Brook Bridge A nice concrete arch bridge with interesting and unique guardrails. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.510180 -84.658830 Pedestrian Path Spring Brook Eaton Rapids Eaton County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 5 0 0 0 0 0 0 https://historicbridges.org/other/springbrook/little_p1000113_small.jpg https://historicbridges.org/other/springbrook/little_p1000113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/springbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.510180,-84.658830
3212 Spring City Royersford Bridge This bridge still looks beautiful underneath, but the deck has been replaced and is lacking in aesthetics. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.182550 -75.545210 Bridge Street (Main Street, PA-1043) Schuylkill River Royersford and Spring City Montgomery County, Pennsylvania and Chester County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1922 1984 Unknown 5 4 120 36.58 346 105.46 29.2 8.9 https://historicbridges.org/pennsylvania/springcitybridgestreet/little_springcitybridgest001_small.jpg https://historicbridges.org/pennsylvania/springcitybridgestreet/little_springcitybridgest001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springcitybridgestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.182550,-75.545210
3214 Spring Grove Road Bridge This t-beam bridge is noted for its unusually attractive concrete balustrade railing. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete t-beam, fixed. The bridge was primarily built by Ira J. Reighter Construction Company. 40.143800 -76.020660 Spring Grove Road (PA-1021) Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 3 0 0 1927 0 Ira J. Reighter Construction Company 3 5 42 12.8 136 41.45 20 6.1 https://historicbridges.org/pennsylvania/springgroveroad/little_springgroveroad010_small.jpg https://historicbridges.org/pennsylvania/springgroveroad/little_springgroveroad010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springgroveroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.143800,-76.020660
3215 Spring Mountain Road Bridge This is one of many small stone arch bridges in Napa County. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by J. B. Newman. 38.506480 -122.481840 Spring Mountain Road York Creek Rural Napa County, California California United States Stone Segmental Deck Arch Fixed 0 1 0 0 1903 0 J. B. Newman 5 4 0 0 0 0 0 0 https://historicbridges.org/california/springmountainroadarch/little_day5_springmountainroadarch07292_small.jpg https://historicbridges.org/california/springmountainroadarch/little_day5_springmountainroadarch07292.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/springmountainroadarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.506480,-122.481840
3216 York Creek Bridge This bridge is one of the only known surviving examples in North America of a cast iron arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. 38.507001 -122.487994 Private Drive York Creek Rural Napa County, California California United States Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1885 0 Unknown 9 10 0 0 0 0 0 0 https://historicbridges.org/california/springmountainroadprivate/little_day5_springmountainroadprivateironarch07325_small.jpg https://historicbridges.org/california/springmountainroadprivate/little_day5_springmountainroadprivateironarch07325.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/springmountainroadprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.507001,-122.487994
3218 Spring Street Railroad Overpass This overpass is one of several similar structures in the city. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.758480 -88.309670 Railroad (Burlington Northern and Santa Fe) Spring Street Aurora Kane County, Illinois Illinois United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/illinois/spring/little_p1170939_small.jpg https://historicbridges.org/illinois/spring/little_p1170939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/spring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.758480,-88.309670
3220 Springs Mill Road Bridge This odd looking little bridge is an early example of a concrete slab type bridge in the area. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 39.837990 -75.651300 Springs Mill Road (PA-3019) Branch Red Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 1 0 0 1915 0 Unknown 3 1 0 0 21 6.4 0 0 https://historicbridges.org/pennsylvania/springsmillroad/little_springsmillroad011_small.jpg https://historicbridges.org/pennsylvania/springsmillroad/little_springsmillroad011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/springsmillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.837990,-75.651300
3221 Stackpole Bridge With a tiny span and large abutments, this is the oldest known highway bridge in Maine. The technical description of the main or most noteworthy span of the bridge is a 7 ft (2.13 m) stone Semicircular through arch, fixed. The bridge was primarily built by Unknown. 43.557180 -70.526800 Simpson Road Stackpole Creek Saco York County, Maine Maine United States Stone Semicircular Through Arch Fixed 0 1 0 0 1848 0 Unknown 7 9 7 2.13 110 33.53 0 0 https://historicbridges.org/maine/stackpole/little_5_small.jpg https://historicbridges.org/maine/stackpole/little_5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/stackpole/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.557180,-70.526800
3222 Stadium Drive Railroad Overpass Red Arrow Highway Railroad Overpass This plate girder with imposing girders and abutments provides grade separation for a former trunk line roadway. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Dominion Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.246340 -85.741120 Railroad (Amtrak) Stadium Drive (Red Arrow Highway) Rural Kalamazoo County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1934 0 Dominion Construction Company Michigan State Highway Department 2 5 90 27.43 110.2 33.59 0 0 https://historicbridges.org/other/stadium/little_pict3546_small.jpg https://historicbridges.org/other/stadium/little_pict3546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/stadium/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.246340,-85.741120
3223 Stamm Road Bridge This abandoned bridge is noted for its decorative railings and skew. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.324070 -80.341870 Stamm Road Lawango Run New Hamburg Mercer County, Pennsylvania Pennsylvania United States Metal Pin-Connected Half-Hip Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/stamm/little_img_9376_small.jpg https://historicbridges.org/pennsylvania/stamm/little_img_9376.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stamm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.324070,-80.341870
3224 Stancer Road Bridge Significant for a documented builder and date, this attractive bridge remained open to traffic for many years before finally being closed. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.021500 -85.090740 Stancer Road Coldwater River Rural Branch County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Slab Fixed 0 2 1888 2007 Massillon Bridge Company of Massillon, Ohio 7 7 88 26.82 118 35.97 14 4.27 https://historicbridges.org/truss/stancer/little_stancerrd2-20-20_9534_small.jpg https://historicbridges.org/truss/stancer/little_stancerrd2-20-20_9534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stancer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.021500,-85.090740
3225 Standardsburg Road Bridge A 1920s era truss bridge adds beauty to its roadway. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. The bridge was primarily designed by Standard Engineering and Contracting Company. 41.217220 -82.702220 Standardsburg Road (TR-90) West Branch Huron River Rural Huron County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1926 2012 Pan American Bridge Company of New Castle, Indiana Standard Engineering and Contracting Company 6 6 118 35.97 128 39.01 19.7 6 https://historicbridges.org/ohio/standardsburg/little_p1011238_small.jpg https://historicbridges.org/ohio/standardsburg/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/standardsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.217220,-82.702220
3226 Stanley Line Bridge Grant Bridge A classic Warren pony truss with riveted connections beautifies an agricultural landscape in Ontario. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.752150 -82.340900 Stanley Line Bear Creek St. Clair Township Lambton County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1932 0 Unknown 6 7 90 27.43 90 27.43 0 0 https://historicbridges.org/truss/stanley/little_pict2678.jpg https://historicbridges.org/truss/stanley/little_stanleyadd_brg_7025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/stanley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.752150,-82.340900
3227 Stanton Station Bridge This extremely unique bridge features trussed floorbeams making it very significant. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Cleveland Bridge and Iron Company of Cleveland, Ohio. 40.572440 -74.867780 Stanton Road South Branch Raritan River Stanton Station Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1880 1990 Cleveland Bridge and Iron Company of Cleveland, Ohio 8 8 102 31.09 103 31.39 14.8 4.51 https://historicbridges.org/newjersey/stanton/little_pict5211_small.jpg https://historicbridges.org/newjersey/stanton/little_pict5187.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stanton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572440,-74.867780
3228 Starrucca Viaduct One of the oldest and longest railroad bridges in Pennsylvania, this is one of the largest stone railroad bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. P. Kirkwood and J. W. Adams. 41.964380 -75.583680 Railroad (Erie Railway) Starrucca Creek, Railroad, and Highways Lanesboro Susquehanna County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 17 0 0 1848 0 Unknown J. P. Kirkwood and J. W. Adams 9 9 51 15.54 1040 316.99 26 7.92 https://historicbridges.org/pennsylvania/starrucca/little_img_1293_large_small.jpg https://historicbridges.org/pennsylvania/starrucca/little_img_1293_large.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/starrucca/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.964380,-75.583680
3229 State Line Bridge Lake County Bridge 36 This extremely rare and beautiful pin connected Pennsylvania is to be preserved after a fight to save it. The technical description of the main or most noteworthy span of the bridge is a 221.8 ft (67.6 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 41.165850 -87.526600 State Line Road Kankakee River Rural Kankakee County, Illinois and Lake County, Indiana Illinois and Indiana United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 0 1926 Unknown 8 8 221.8 67.6 223.8 68.21 17 5.18 https://historicbridges.org/indiana/stateline/bkg_lake39_small.jpg https://historicbridges.org/indiana/stateline/lake177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/stateline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.165850,-87.526600
3230 State Line Road Bridge Garvins Bridge A small pony truss with non-structural concrete posts at the end. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.765210 -80.504610 State Line Road Brush Run Rural Beaver County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1929 0 Penn Bridge Company of Beaver Falls, Pennsylvania 5 5 40 12.19 44 13.41 16 4.88 https://historicbridges.org/pennsylvania/stateline/bkg_swpenn1411_small.jpg https://historicbridges.org/pennsylvania/stateline/swpenn073447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stateline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.765210,-80.504610
3231 State Line Road Bridge This small truss bridge has had beams added to do the work of supporting the road. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.889180 -80.519360 State Line Road (TR-300) Ashtabula Creek Rural Erie County, Pennsylvania and Ashtabula County, Ohio Ohio and Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1910 0 Unknown 6 5 27 8.23 30 9.14 15.4 4.69 https://historicbridges.org/pennsylvania/statelineerie/bkg_swpenn1575_small.jpg https://historicbridges.org/pennsylvania/statelineerie/swpenn073935.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/statelineerie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.889180,-80.519360
3232 State Line Road Bridge A small pony truss offers some beauty to a rural road. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Central Construction Company. 40.875480 -80.519030 State Line Road North Fork Little Beaver Creek Rural Columbiana County, Ohio and Lawrence County, Pennsylvania Ohio and Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1914 1970 Central Construction Company 5 5 50 15.24 51 15.54 12.5 3.81 https://historicbridges.org/ohio/stateline/bkg_swpenn1440_small.jpg https://historicbridges.org/ohio/stateline/swpenn073550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stateline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.875480,-80.519030
3234 State Park Road Bridge This pony truss bridge is in good condition and is noted for its span length. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Lackawanna Steel Construction Corporation of Buffalo, New York. 43.932800 -70.574290 State Park Road Crooked River 1937 Cumberland County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1937 0 Lackawanna Steel Construction Corporation of Buffalo, New York 6 6 118 35.97 123 37.49 22 6.71 https://historicbridges.org/maine/stateparkroad2/little_p1500155_small.jpg https://historicbridges.org/maine/stateparkroad2/little_p1500155.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/stateparkroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.932800,-70.574290
3236 State Road Bridge A somewhat early example of a pre-stressed concrete bridge, and an extremely late example of a bridge with R4 railings. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Parmalee and Carpenter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 44.112310 -85.683110 State Road Pine River Rural Lake County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 3 0 0 1961 0 Parmalee and Carpenter of Lansing, Michigan Michigan State Highway Department 1 1 40 12.19 120 36.58 26 7.92 https://historicbridges.org/michigan/statepine/little_2011august034_small.jpg https://historicbridges.org/michigan/statepine/little_2011august034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/statepine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.112310,-85.683110
3238 State Street Bridge Bataan-Corregidor Memorial Bridge A wide truss bascule bridge in downtown Chicago, built in the 1940s. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887490 -87.627980 State Street Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 5 1949 1994 Overland Construction Company of Chicago, Illinois City of Chicago 6 6 245 74.68 307 93.57 72 21.95 https://historicbridges.org/truss/statest/little_dscf6114_small.jpg https://historicbridges.org/truss/statest/little_addchi_brg_1071_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/statest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887490,-87.627980
3239 State Street Bridge Plains Road Bridge This unusual 1940s bridge is a graceful curved t-beam that features MSHD truss style riveted railings. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. 42.509340 -84.655000 State Street (Plains Road) Grand River Eaton Rapids Eaton County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1948 0 B. H. Sargent of Grand Rapids, Michigan 3 5 68 20.73 170 51.82 24 7.32 https://historicbridges.org/concrete/eatonrapids/little_pict3632_small.jpg https://historicbridges.org/concrete/eatonrapids/little_pict3632.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/eatonrapids/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.509340,-84.655000
3240 Station Street Bridge Raccoon Station Bridge This fascinating arch bridge features a separate smaller arch uphill slightly for a sidewalk. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.382280 -80.360470 Railroad (Abandoned) Station Street and Sidewalk Joffre Washington County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1905 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/stationst/little_pict0142_small.jpg https://historicbridges.org/pennsylvania/stationst/little_pict0142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stationst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.382280,-80.360470
3241 Station Street Bridge This attractive arch bridge has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.118850 -87.875290 Station Street Kankakee River Kankakee Kankakee County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1924 1979 Unknown 4 5 76.8 23.41 379.3 115.61 30 9.14 https://historicbridges.org/illinois/kankakeestation/little_dscf4598_small.jpg https://historicbridges.org/illinois/kankakeestation/little_dscf4598.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kankakeestation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.118850,-87.875290
3242 Steamboat Slough Bridge This is a good example of a Strauss heel-trunnion bascule bridge with little alteration to the truss. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by Nystedt and Isham. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 38.304580 -121.574580 CA-160 Steamboat Slough Rural Sacramento County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Heel Trunnion 0 3 Metal 0 0 1924 1953 Nystedt and Isham Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 226 68.88 343 104.55 18 5.49 https://historicbridges.org/california/ca160steamboatsloughbridge/little_day2_ca160steamboatsloughbridge00902_small.jpg https://historicbridges.org/california/ca160steamboatsloughbridge/little_day2_ca160steamboatsloughbridge00902.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/ca160steamboatsloughbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.304580,-121.574580
3243 Steele's Bridge This is a fairly old, and multi-span example of a rigid-frame bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.298330 -78.045160 Asphodel 3rd Line Ouse River Rural Peterborough County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1939 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/steeles/little_p1580980_small.jpg https://historicbridges.org/ontario/steeles/little_p1580980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/steeles/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.298330,-78.045160
3244 Steele Road Bridge Brown County Bridge 37 This state standard pony truss was moved to this location in 1957. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.148630 -86.346830 Steele Road (T. C. Steele Road) North Fork Salt Creek Rural Brown County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 0 1957 Unknown 5 6 82 24.99 86 26.21 22 6.71 https://historicbridges.org/indiana/steeleroad/little_steeleroad4936_small.jpg https://historicbridges.org/indiana/steeleroad/little_steeleroad4936.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/steeleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.148630,-86.346830
3245 Steel's Fishtrap Bridge Norway Road Bridge An extremely rare and highly significant example of a bowstring built by a smaller bridge company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 39.026030 -93.061410 Norway Road (CR-225 / CR-351) Salt Fork Rural Saline County, Missouri Missouri United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 10 1 0 0 1882 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 9 9 100 30.48 100 30.48 14 4.27 https://historicbridges.org/missouri/fishtrap/little_dscf6200_small.jpg https://historicbridges.org/missouri/fishtrap/little_dscf6200.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/fishtrap/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.026030,-93.061410
3248 Stephenson Railroad Bridge One of a couple impressive lattice truss bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Lattice through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 45.412320 -87.610480 Railroad (Canadian National) Little Cedar River Stephenson Menominee County, Michigan Michigan United States Metal Lattice Rivet-Connected Through Truss Fixed 8 1 0 0 1917 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 8 0 0 120 36.58 12 3.66 https://historicbridges.org/michigan/stephensonrrbridge/little_stephensonrrbridge_2200_small.jpg https://historicbridges.org/michigan/stephensonrrbridge/little_stephensonrrbridge_2200.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stephensonrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.412320,-87.610480
3251 Stevenson Bridge This multi-span rainbow arch bridge is a rare example of its type. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by J. L. Webster. 38.536860 -121.851290 Stevenson Bridge Road Putah Creek Rural Solano County, California and Yolo County, California California United States Concrete Rainbow Tied Through Arch Fixed 0 2 Concrete T-Beam Fixed 0 2 1923 0 J. L. Webster 7 7 108 32.92 298 90.83 20 6.1 https://historicbridges.org/california/stevensonbridgeroad/little_day3_stevensonbridgeroad03619_small.jpg https://historicbridges.org/california/stevensonbridgeroad/little_day3_stevensonbridgeroad03619.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/stevensonbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.536860,-121.851290
3252 Stevens Road Bridge This was the first of many historic truss bridges to be preserved in the county. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.560040 -77.384390 Stevens Road Hunting Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1890 1990 York Bridge Company of York, Pennsylvania 5 5 95 28.96 97 29.57 12.8 3.9 https://historicbridges.org/maryland/stevens/little_pict3819_small.jpg https://historicbridges.org/maryland/stevens/little_pict3819.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/stevens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.560040,-77.384390
3253 Stewart Avenue Bridge A late, but nonetheless uncommon example of a deck truss in western New York; beautiful views can be had from this bridge. The technical description of the main or most noteworthy span of the bridge is a 179.8 ft (54.8 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.452450 -76.489780 Stewart Avenue Fall Creek Ithaca Tompkins County, New York New York United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 1 0 0 1951 2004 Unknown 4 6 179.8 54.8 190 57.91 22.3 6.8 https://historicbridges.org/newyork/stewart/bkg_newyork698_small.jpg https://historicbridges.org/newyork/stewart/newyork2074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stewart/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.452450,-76.489780
3255 Stockton Drive Deming Place Underpass One of three stone faced concrete bridge on Stockton Drive in Lincoln Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. 41.929810 -87.638760 Stockton Drive Pedestrian Walkway Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Slab Fixed 0 1 0 0 1926 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/lincolnpark2/main_small.jpg https://historicbridges.org/illinois/lincolnpark2/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lincolnpark2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.929810,-87.638760
3256 Stockton Drive Armitage Avenue Underpass One of three stone faced concrete bridges on Stockton Drive in Lincoln Park. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) slab, fixed. The bridge was primarily built by Unknown. 41.919600 -87.635160 Stockton Drive Pedestrian Walkway Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Slab Fixed 0 1 0 0 1926 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/illinois/lincolnpark1/little_img_20130828_172358_219_small.jpg https://historicbridges.org/illinois/lincolnpark1/little_img_20130828_172358_219.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lincolnpark1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.919600,-87.635160
3257 Stone Arch Bridge This is an iconic railroad bridge in the city that has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Edward Darragh. The bridge was primarily designed by Charles C. Smith. 44.980760 -93.253410 Railroad (Rail-Trail) Mississippi River and Portland Avenue Minneapolis Hennepin County, Minnesota Minnesota United States Stone Semicircular Deck Arch Fixed 0 21 Metal Warren Rivet-Connected Deck Truss Fixed 10 1 1883 0 Edward Darragh Charles C. Smith 7 8 197 60.05 2100 640.08 0 0 https://historicbridges.org/minnesota/stonearch/little_stonearch0762_small.jpg https://historicbridges.org/minnesota/stonearch/little_stonearch0762.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stonearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.980760,-93.253410
3258 Stone Arch Road Bridge Bridge Number 0001 With its distinctive portal bracing, this bridge is a noteworthy example of its builder and was beautifully restored. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.365990 -86.066250 Stone Arch Road (CR-200 East) Nineveh Creek Rural Johnson County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1885 2011 Massillon Bridge Company of Massillon, Ohio 7 7 81 24.69 83 25.3 15.7 4.79 https://historicbridges.org/indiana/cr200estonearchroad/little_rick462_small.jpg https://historicbridges.org/indiana/cr200estonearchroad/little_rick462.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200estonearchroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.365990,-86.066250
3259 Stone Arch Road Culvert This tiny stone arch culvert appears to be where the name of this road comes from. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 39.362100 -86.066210 Stone Arch Road (CR-200 East) Nineveh Creek Tributary Rural Johnson County, Indiana Indiana United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/indiana/cr200estonearchroadstone/little_cr200estonearchroadstone2831_small.jpg https://historicbridges.org/indiana/cr200estonearchroadstone/little_cr200estonearchroadstone2831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200estonearchroadstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.362100,-86.066210
3260 Stonelick Williams Corner Road Bridge St. Philomena Church Bridge A beautiful bridge, this was bypassed by the county, providing a good example of historic bridge management. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.128080 -84.186450 Stonelick Williams Corner Road (CR-116) Stonelick Creek Rural Clermont County, Ohio Ohio United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 0 0 1904 1982 Champion Bridge Company of Wilmington, Ohio 7 8 136.2 41.51 140 42.67 16.4 5 https://historicbridges.org/ohio/stonelick/little_pict1802_small.jpg https://historicbridges.org/ohio/stonelick/little_pict1802.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stonelick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.128080,-84.186450
3261 Stone Bridge Standing out for its curved roadway, this is the most impressive of three similar bridges on this stretch of Sheridan Road. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.145760 -87.759010 Sheridan Road Ravine Number 1 Glencoe Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1923 1979 Unknown 5 6 61 18.59 191 58.22 30 9.14 https://historicbridges.org/illinois/sheridannorth/little_sheridannorth1867_small.jpg https://historicbridges.org/illinois/sheridannorth/little_sheridannorth1867.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sheridannorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.145760,-87.759010
3262 Stone Road Bridge McQuillian's Bridge This beautiful concrete bowstring arch bridge was bypassed and left in place for pedestrian use! The technical description of the main or most noteworthy span of the bridge is a concrete tied Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. The bridge was primarily designed by A. W. Connor. 43.547170 -80.197350 Stone Road (Old Alignment) Eramosa River Guelph Wellington County, Ontario Ontario Canada Concrete Rainbow Tied Through Arch Fixed 0 1 0 0 1916 0 Charles Borromeo Mattaini of Fergus, Ontario A. W. Connor 7 7 0 0 69.9 21.31 0 0 https://historicbridges.org/ontario/stoneroad/little_stoneroad1537_small.jpg https://historicbridges.org/ontario/stoneroad/little_stoneroad1537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stoneroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.547170,-80.197350
3263 Stones Levee Bridge An attractive truss bridge with an interesting history, this structure is in poor condition. The technical description of the main or most noteworthy span of the bridge is a 114.2 ft (34.81 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Interstate Building Company. 41.493840 -81.689530 Stones Levee Road Railroad Cleveland Cuyahoga County, Ohio Ohio United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1908 1964 Interstate Building Company 7 7 114.2 34.81 121 36.88 18 5.49 https://historicbridges.org/ohio/stoneslevee/bkg_cleveland376_small.jpg https://historicbridges.org/ohio/stoneslevee/cleveland0890.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stoneslevee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.493840,-81.689530
3265 Stafford Road Bridge Bartholomew County Bridge 56 This simple concrete arch bridge is an early surviving example of its type in Indiana. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Albert and Frank Harman. 39.335220 -85.744260 Stafford Road (CR-900 North) Haw Creek Rural Bartholomew County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1909 0 Albert and Frank Harman 6 7 67 20.42 106 32.31 16.4 5 https://historicbridges.org/indiana/staffordroad/little_staffordroad3146_small.jpg https://historicbridges.org/indiana/staffordroad/little_staffordroad3146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/staffordroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.335220,-85.744260
3266 ! Strathmore Mill Bridge Keith Paper Company Bridge Ending right in the building it provides access to, plans call for demolition of this important part of the historic mill. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.609770 -72.558690 Pedestrian Walkway Power Canal Turners Falls Franklin County, Massachusetts Massachusetts United States Metal Pratt Rivet-Connected Through Truss Fixed 11 1 0 0 0 0 Unknown 6 8 153 46.63 230 70.1 0 0 https://historicbridges.org/massachusetts/strathmore/little_pict8374_small.jpg https://historicbridges.org/massachusetts/strathmore/little_pict8374.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/strathmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.609770,-72.558690
3268 Strawberry Mansion Bridge Fairmount Park Trolley Bridge This beautiful bridge is an early, large, and rare example of its type and it contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Theodore Cooper. 39.995310 -75.193800 Strawberry Mansion Drive Schuylkill River and Various Streets Philadelphia Philadelphia County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 4 Metal Warren Rivet-Connected Deck Truss Fixed 0 6 1897 2025 Phoenix Bridge Company of Phoenixville, Pennsylvania Theodore Cooper 8 9 200 60.96 1242.2 378.62 32.2 9.81 https://historicbridges.org/pennsylvania/strawberrymansion/little_dscf1468_small.jpg https://historicbridges.org/pennsylvania/strawberrymansion/little_dscf1468.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/strawberrymansion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.995310,-75.193800
3269 Strimples Mill Road Bridge A traditional example of the work done by a prominent bridge builder. The technical description of the main or most noteworthy span of the bridge is a 93.2 ft (28.41 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.437220 -75.011860 Strimples Mill Road Lockatong Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1897 2005 Wrought Iron Bridge Company of Canton, Ohio 7 7 93.2 28.41 95 28.96 14.8 4.51 https://historicbridges.org/newjersey/strimples/little_pict5528_small.jpg https://historicbridges.org/newjersey/strimples/little_img_1653.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/strimples/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.437220,-75.011860
3270 Stronach Railroad Bridge The main deck truss span of this bridge was moved from Grand Ledge, MI and rennovated in 1909. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan and King Bridge Company of Cleveland, Ohio (Repairs). 44.210080 -86.267840 Railroad (CSX) Little Manistee River Stronach Manistee County, Michigan Michigan United States Metal Pratt Pin-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 2 1887 0 Detroit Bridge and Iron Works of Detroit, Michigan and King Bridge Company of Cleveland, Ohio (Repairs) 6 7 124 37.8 0 0 0 0 https://historicbridges.org/michigan/stronach/little_x-zimg_20221029_151021_small.jpg https://historicbridges.org/michigan/stronach/little_x-zimg_20221029_151021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stronach/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.210080,-86.267840
3271 Stroud Bridge This is an unusual bridge because it is a highway bridge composed of angles in a style usually only used by railroad companies. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.442220 -80.411170 Sharon Lane (TR-859) Brush Run (Branch Raccoon Creek) Rural Washington County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 7 1 0 0 1904 0 Unknown 6 6 43 13.11 47 14.33 11.2 3.41 https://historicbridges.org/pennsylvania/sharonlane/little_sharonlane0543_small.jpg https://historicbridges.org/pennsylvania/sharonlane/little_sharonlane0543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sharonlane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.442220,-80.411170
3272 Sturgeon Bay Bridge Michigan Street Bridge This beutiful iconic bascule bridge with its long series of truss approach spans is a preserved thanks to local support. The technical description of the main or most noteworthy span of the bridge is a 161.4 ft (49.19 m) metal rivet-connected Warren through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Wausau Iron Works of Wausau, Wisconsin. The bridge was primarily designed by Keller and Harrington. 44.832220 -87.380520 Michigan Street Sturgeon Bay Sturgeon Bay Door County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Through Truss Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Parker Rivet-Connected Through Truss Fixed 9 7 1930 2010 Wausau Iron Works of Wausau, Wisconsin Keller and Harrington 8 8 161.4 49.19 1420 432.82 24 7.32 https://historicbridges.org/wisconsin/sturgeonbaylift/little_dc1136_small.jpg https://historicbridges.org/wisconsin/sturgeonbaylift/little_dc1136.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/sturgeonbaylift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.832220,-87.380520
3273 Sturgeon River Railroad Bridge This bridge is noted for its long plate girder span and caisson supports. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal through girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 47.013280 -88.508130 Railroad (Abandoned Soo Line) Sturgeon River Rural Houghton County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1913 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 3 4 65 19.81 145 44.2 0 0 https://historicbridges.org/michigan/sturgeonriverrrbridge/little_sturgeonriverrrbridge_4676_small.jpg https://historicbridges.org/michigan/sturgeonriverrrbridge/little_sturgeonriverrrbridge_4676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sturgeonriverrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.013280,-88.508130
3274 Sturgis Road Bridge This bridge and the road it serves are no longer open to vehicular traffic, but have been turned into a non-motorized trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 44.985920 -84.104620 Sturgis Road Thunder Bay River Rural Montmorency County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/sturgisroad/little_sturgisrdabandonedthunderbayr16_small.jpg https://historicbridges.org/michigan/sturgisroad/little_sturgisrdabandonedthunderbayr16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sturgisroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.985920,-84.104620
3275 Stuyvesant Falls Bridge This ornate bridge is a rare non-lenticular bridge built by Berlin Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.357210 -73.733360 CR-25A Kinderhook Creek Rural Columbia County, New York New York United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 1 0 0 1899 1993 Berlin Iron Bridge Company of East Berlin, Connecticut 8 8 202 61.57 206.7 63 15 4.57 https://historicbridges.org/newyork/stuyvesantfalls/little_p1080014_small.jpg https://historicbridges.org/newyork/stuyvesantfalls/little_p1080014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stuyvesantfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357210,-73.733360
3276 Sugar Creek Chapel Bridge CR-9 Bridge One of the most unusual bridges in the United States, while at the same time is one of the most visually appealing; built from 1890s roof trusses! The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by P. E. Lane of Chicago, Illinois. 40.626070 -87.636390 CR-9 Spring Creek Branch Rural Iroquois County, Illinois Illinois United States Metal Braced Ribbed Through Arch Fixed 0 1 0 0 1904 0 P. E. Lane of Chicago, Illinois 9 10 159 48.46 163 49.68 17.4 5.3 https://historicbridges.org/illinois/cr9/little_pict2150_small.jpg https://historicbridges.org/illinois/cr9/little_pict2150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr9/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.626070,-87.636390
3277 Sugarcreek Bridge Buttermilk Hill Road Bridge This Groton Bridge Company bridge is interesting in its own right, but together with the railroad truss beside it, forms a unique scene! The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. The bridge was primarily designed by Karl A. Miller. 41.418730 -79.875640 Buttermilk Hill Road (PA-4010) Sugar Creek Sugarcreek Venango County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1920 1981 Groton Bridge Company of Groton, New York Karl A. Miller 5 6 123 37.49 126 38.4 15.7 4.79 https://historicbridges.org/pennsylvania/sugarcreek/little_pict8239_small.jpg https://historicbridges.org/pennsylvania/sugarcreek/little_pict8239.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sugarcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.418730,-79.875640
3279 Sugar Run Road Bridge A two-span concrete arch bridge that has not been cared for, and is in bad shape. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. 39.707750 -80.532620 Sugar Run Road West Virginia Fork Fish Creek Rural Wetzel County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1914 0 Concrete Steel Bridge Company of Clarksburg, West Virginia 5 5 48 14.63 104 31.7 14 4.27 https://historicbridges.org/wvirginia/sugarrun/bkg_07march512_small.jpg https://historicbridges.org/wvirginia/sugarrun/07march1404.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/sugarrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.707750,-80.532620
3284 Sumantown Road Bridge This traditional bridge includes beautiful lattice railings with flower motifs. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 39.395260 -77.562600 Sumantown Road Catoctin Creek Rural Frederick County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1899 1999 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 95 28.96 101 30.78 14.8 4.51 https://historicbridges.org/maryland/sumantown/little_pict3720_small.jpg https://historicbridges.org/maryland/sumantown/little_pict3716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/sumantown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.395260,-77.562600
3285 Summer Street Bridge One of the rarest bridges in the country, this is one of a handful of remaining retractile bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 89.6 ft (27.31 m) metal deck girder, movable: retractile. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.350833 -71.052222 Summer Street Fort Point Channel Boston Suffolk County, Massachusetts Massachusetts United States Metal Deck Girder Movable: Retractile 0 1 Metal Deck Girder Fixed 0 4 1899 1998 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 89.6 27.31 502 153.01 32.2 9.81 https://historicbridges.org/massachusetts/summer/little_pict6174_small.jpg https://historicbridges.org/massachusetts/summer/little_img_1799.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/summer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.350833,-71.052222
3289 Sutherland Road Bridge Island Lake State Recreation Area Bridge Hidden away on an abandoned road now used as a non-motorized trail is this rare and non-standard deck girder bridge. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. 42.504880 -83.712190 Sutherland Road (Abandoned) Huron River Rural Livingston County, Michigan Michigan United States Concrete Deck Girder Fixed 0 2 0 0 0 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/michigan/islandlakestaterec/little_p1370038_39_40_fused_small.jpg https://historicbridges.org/michigan/islandlakestaterec/little_p1370038_39_40_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/islandlakestaterec/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.504880,-83.712190
3290 Sutter Slough Bridge This swing bridge lacks a center tower and therefore does not immediately look like a swing bridge to drivers. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Lord and Bishop. 38.327720 -121.576490 Sutter Slough Bridge Road Sutter Slough Rural Sacramento County, California and Yolo County, California California United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1939 1970 Lord and Bishop 6 6 94.2 28.71 397 121.01 24 7.32 https://historicbridges.org/california/suttersloughbridge/little_day2_suttersloughbridge02019_small.jpg https://historicbridges.org/california/suttersloughbridge/little_day2_suttersloughbridge02019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/suttersloughbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.327720,-121.576490
3291 Swamp Creek Road Bridge North One of two attractive stone arch bridges on this road being rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by James M. Smith. 40.367890 -75.422790 Swamp Creek Road Unami Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1910 0 James M. Smith 7 6 25 7.62 98 29.87 18 5.49 https://historicbridges.org/pennsylvania/swampcreek/little_p7160057_small.jpg https://historicbridges.org/pennsylvania/swampcreek/little_p7160057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swampcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.367890,-75.422790
3292 Swamp Creek Road Bridge South One of two attractive stone arch bridges on this road being rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) stone Segmental deck arch, fixed. The bridge was primarily built by Thomas McAdams. 40.334320 -75.449190 Swamp Creek Road Unami Creek Rural Montgomery County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1892 0 Thomas McAdams 7 6 26 7.92 100 30.48 15.4 4.69 https://historicbridges.org/pennsylvania/swampcreek2/little_1_small.jpg https://historicbridges.org/pennsylvania/swampcreek2/little_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swampcreek2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.334320,-75.449190
3293 Swan Creek Road Bridge #1 A classic riveted Warren pony truss on private property. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on private property and not accessible to the public. 43.375530 -84.354440 Swan Creek Road (Abandoned Old Alignment) Beaver Creek Rural Saginaw County, Michigan Michigan United States This bridge is located on private property and not accessible to the public. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 1946 Unknown 5 5 39 11.89 42 12.8 15.7 4.79 https://historicbridges.org/truss/swancreek1/little_pict1998_small.jpg https://historicbridges.org/truss/swancreek1/little_pict1998.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/swancreek1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.375530,-84.354440
3294 Swan Creek Road Bridge #2 An interesting riveted Pratt pony truss on private property. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 43.375550 -84.357980 Swan Creek Road (Abandoned Old Alignment) Beaver Creek Rural Saginaw County, Michigan Michigan United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 6 49 14.94 51 15.54 15.7 4.79 https://historicbridges.org/truss/swancreek2/little_pict2015_small.jpg https://historicbridges.org/truss/swancreek2/little_pict2015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/swancreek2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.375550,-84.357980
3295 ! Swan Drive Bridge The only truss bridge on the interior of Grosse Ile, this bridge appears to have been relocated to this site. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.100556 -83.173056 Swan Drive Swan Channel Grosse Ile Wayne County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 1950 Unknown 7 8 79.7 24.29 88 26.82 20 6.1 https://historicbridges.org/michigan/swan/little_dscf7951_small.jpg https://historicbridges.org/michigan/swan/little_dscf7951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/swan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.100556,-83.173056
3296 Swan Road Bridge A late but visually impressive stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.956670 -75.969720 Swan Road (PA-3083) Officers Run Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1916 0 Dunleavy Brothers of Coatesville, Pennsylvania Nathan R. Rambo 6 6 30 9.14 60 18.29 19.4 5.91 https://historicbridges.org/pennsylvania/chester269chalfant/little_bridge269chalfant010_small.jpg https://historicbridges.org/pennsylvania/chester269chalfant/little_bridge269chalfant010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester269chalfant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.956670,-75.969720
3298 Swart Bridge This graceful concrete arch bridge retains its original railings. The technical description of the main or most noteworthy span of the bridge is a 4 ft (1.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Dickey and Saxon. The bridge was primarily designed by Chaney Engineering Company. 40.024200 -80.205410 Amity Ridge Road (US-19) 10 Mile Creek Rural Washington County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Dickey and Saxon Chaney Engineering Company 4 5 4 1.22 103 31.39 23 7.01 https://historicbridges.org/pennsylvania/us19amityridgeroad/little_us19amityridgeroad0238_small.jpg https://historicbridges.org/pennsylvania/us19amityridgeroad/little_us19amityridgeroad0238.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/us19amityridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.024200,-80.205410
3299 Sweetgrass Golf Club Bridge 1 One of five historic metal truss bridges relocated to this golf course, this is the smallest of the five. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. 45.694404 -87.340880 Golf Course Pathway Golf Course Waterway Rural Menominee County, Michigan Michigan United States This bridge is located on a golf course and is private property, open to golf course users only. Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/sweetgrassgolfcourse1/little_sweetgrassgolfcourse1_0797_small.jpg https://historicbridges.org/michigan/sweetgrassgolfcourse1/little_sweetgrassgolfcourse1_0797.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.694404,-87.340880
3300 Sweetgrass Golf Club Bridge 4 One of five historic metal truss bridges relocated to this golf course, this small bridge sits out in the open for all to see. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. 45.685433 -87.341390 Golf Course Pathway Golf Course Waterway Rural Menominee County, Michigan Michigan United States This bridge is located on a golf course and is private property, open to golf course users only. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/sweetgrassgolfcourse4/little_sweetgrassgolfcourse4_0635_small.jpg https://historicbridges.org/michigan/sweetgrassgolfcourse4/little_sweetgrassgolfcourse4_0635.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.685433,-87.341390
3301 Sweetgrass Golf Club Bridge 5 One of five historic metal truss bridges relocated to this golf course, this bridge is hidden in a wooden area of the course. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a golf course and is private property, open to golf course users only. 45.695580 -87.345990 Golf Course Pathway Golf Course Waterway Rural Menominee County, Michigan Michigan United States This bridge is located on a golf course and is private property, open to golf course users only. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/michigan/sweetgrassgolfcourse5/little_sweetgrassgolfcourse5_0581_small.jpg https://historicbridges.org/michigan/sweetgrassgolfcourse5/little_sweetgrassgolfcourse5_0581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sweetgrassgolfcourse5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.695580,-87.345990
3303 Sy Huffman Hill Road Bridge This small bridge is composed of two ribs, which is an unusual design. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 39.854130 -80.199450 Sy Huffman Hill Road (TR-489, Varner Road) Smith Creek Rural Greene County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 1 0 0 1919 0 Unknown 5 6 30.8 9.39 32.2 9.81 12 3.66 https://historicbridges.org/pennsylvania/syhuffmanroad/little_syhuffmanroad0258_small.jpg https://historicbridges.org/pennsylvania/syhuffmanroad/little_syhuffmanroad0258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/syhuffmanroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.854130,-80.199450
3304 Sylvan Road Bridge Ravine Bluffs Development Bridge This modern bridge is worth noting because it replicates a bridge designed by Frank Lloyd Wright in 1915. The technical description of the main or most noteworthy span of the bridge is a 17 ft (5.18 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Lloyd Wright. 42.144520 -87.763040 Sylvan Road Ravine Glencoe Cook County, Illinois Illinois United States Concrete Slab Fixed 0 3 0 0 1984 0 Unknown Frank Lloyd Wright 0 0 17 5.18 46 14.02 15 4.57 https://historicbridges.org/illinois/sylvandrive/little_sylvandrive1840_small.jpg https://historicbridges.org/illinois/sylvandrive/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sylvandrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.144520,-87.763040
3306 Tanners Falls Bridge Spanning next to a beautiful waterfall, each span of this bridge is a different age and has its own unique design details. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 41.663102 -75.297870 Tanners Falls Road (PA-4017) West Branch Dyberry Creek Rural Wayne County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 3 3 0 0 1885 0 Morse Bridge Company of Youngstown, Ohio 7 8 46 14.02 131 39.93 14 4.27 https://historicbridges.org/pennsylvania/tannersfalls/little_p1080408_small.jpg https://historicbridges.org/pennsylvania/tannersfalls/little_p1080408.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tannersfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.663102,-75.297870
3307 Tappan Road Bridge This pony truss has very tall trusses. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.238760 -76.179960 Tappan Road East Branch Owego Creek Near Newark Valley Tioga County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1936 0 Unknown 5 6 120 36.58 125 38.1 23.3 7.1 https://historicbridges.org/newyork/tappan/bkg_newyork516_small.jpg https://historicbridges.org/newyork/tappan/newyork1488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/tappan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.238760,-76.179960
3309 Taylor Road Bridge This tiny bridge is an example of one of the shortest possible truss bridges. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 43.987370 -75.721500 Taylor Road Mill Creek Rural Jefferson County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 1894 0 Groton Bridge Company of Groton, New York 6 6 24 7.32 26 7.92 13 3.96 https://historicbridges.org/newyork/taylor/little_taylorrd21_small.jpg https://historicbridges.org/newyork/taylor/little_taylorrd21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/taylor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.987370,-75.721500
3310 Taylor's Ford Bridge An early and unaltered example of an extremely important bridge type, this structure was bypassed. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.399880 -91.812340 Nolen Avenue Wapsipinicon River Rural Buchanan County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 14 1 Metal Stringer (Multi-Beam) Fixed 0 4 1872 1891 Wrought Iron Bridge Company of Canton, Ohio 9 9 143 43.59 271 82.6 15.7 4.79 https://historicbridges.org/iowa/taylorsford/little_dscf6145_small.jpg https://historicbridges.org/iowa/taylorsford/little_dscf6145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/taylorsford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.399880,-91.812340
3313 Techny Road Bridge Chicago and North Western Railroad Bridge Number 866 This is an old concrete arch railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.116420 -87.816840 Railroad (Union Pacific) Techny Road Northbrook Cook County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1911 0 Unknown 4 5 41 12.5 64 19.51 0 0 https://historicbridges.org/illinois/technyroad/little_technyroad1714_small.jpg https://historicbridges.org/illinois/technyroad/little_technyroad1714.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/technyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.116420,-87.816840
3314 Techumseh Street Bridge Allen County Bridge 537, Coombs Street Bridge This highly decorated concrete arch bridge has a stone facing. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Herman Tapp Construction Company of Fort Wayne, Indiana. The bridge was primarily designed by George Jaap. 41.084850 -85.122310 Techumseh Street Maumee River Fort Wayne Allen County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1912 2010 Herman Tapp Construction Company of Fort Wayne, Indiana George Jaap 6 7 102 31.09 310 94.49 27.6 8.41 https://historicbridges.org/indiana/techumsehstreet/little_techumsehstreetbridge1376_small.jpg https://historicbridges.org/indiana/techumsehstreet/little_techumsehstreetbridge1376.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/techumsehstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.084850,-85.122310
3315 Telkwa Bridge A typical, representative example of a British Columbia wooden truss bridge. The technical description of the main or most noteworthy span of the bridge is a wood Howe through truss, fixed. The bridge was primarily built by Unknown. 54.695240 -127.052950 Coalmine Road (Riverside Street) Bulkley River Telkwa Bulkley-Nechako District, British Columbia British Columbia Canada Wood Howe Through Truss Fixed 12 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/coalmine/little_4946392474_6b909786c8bulkleyriverbridge_o_small.jpg https://historicbridges.org/britishcolumbia/coalmine/little_4946392474_6b909786c8bulkleyriverbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/coalmine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.695240,-127.052950
3316 Telkwa Railway Bridge A traditionally composed example of a camelback railway truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 54.695377 -127.054095 Railroad (Canadian National) Bulkley River Telkwa Bulkley-Nechako District, British Columbia British Columbia Canada Metal Camelback Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/cnrr_telkwa/little_4945771817_aab817004ccnrailwaytelkwariverbridge_o_small.jpg https://historicbridges.org/britishcolumbia/cnrr_telkwa/little_4945771817_aab817004ccnrailwaytelkwariverbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/cnrr_telkwa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.695377,-127.054095
3317 Tennessee Avenue Bridge Allen County Bridge 539 This highly decorated concrete arch bridge has a brick facing. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Lafayette Engineering Company of Lafayette, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. 41.089270 -85.129130 Tennessee Avenue St. Joseph River Fort Wayne Allen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1912 1998 Lafayette Engineering Company of Lafayette, Indiana Asa Waters Grosvenor of Fort Wayne, Indiana 8 8 105 32 220.2 67.12 26.6 8.11 https://historicbridges.org/indiana/tennesseeavenuebridge/little_tennesseeavenuebridge1312_small.jpg https://historicbridges.org/indiana/tennesseeavenuebridge/little_tennesseeavenuebridge1312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tennesseeavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.089270,-85.129130
3319 Miami Cut Branch Railroad Overpass #1 A rare example of a railroad pony truss, this is a massive bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.623720 -83.527570 Railroad (Norfolk Southern) Railroad (Abandoned Baltimore and Ohio) Toledo Lucas County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/toledorr2/little_pict0670_small.jpg https://historicbridges.org/ohio/toledorr2/little_pict0670.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.623720,-83.527570
3320 Miami Cut Branch Railroad Overpass #2 This private bridge is a skewed through truss in good condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 41.623520 -83.527870 Private Drive Railroad (Abandoned Baltimore and Ohio) Toledo Lucas County, Ohio Ohio United States This bridge is on a private drive. Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/toledoprivate/little_pict0695_small.jpg https://historicbridges.org/ohio/toledoprivate/little_pict0695.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledoprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.623520,-83.527870
3321 Terminal Street Bridge This unusual bridge spans between two buildings. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.431030 -79.996220 Terminal Street Railroad (Pittsburgh and Lake Erie) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/terminalstreet/little_p1230568_small.jpg https://historicbridges.org/pennsylvania/terminalstreet/little_p1230568.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/terminalstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.431030,-79.996220
3322 Territorial Road Culvert One of two nearby early concrete cast-in-place culverts with good historic integrity and attractive railings. The technical description of the main or most noteworthy span of the bridge is a 10.8 ft (3.29 m) concrete culvert, fixed. The bridge was primarily built by Unknown. 42.118050 -86.449720 Territorial Road Ox Creek Benton Harbor Berrien County, Michigan Michigan United States Concrete Culvert Fixed 0 2 0 0 1949 0 Unknown 1 2 10.8 3.29 23 7.01 54 16.46 https://historicbridges.org/michigan/territorial/little_rpict259_small.jpg https://historicbridges.org/michigan/territorial/little_rpict259.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/territorial/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.118050,-86.449720
3323 Thomas B. McQuesten High Level Bridge High Level Bridge This highly decorated landmark bridge is very beautiful and also has a high level of heritage and technological significance. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected deck truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by James, Proctor, and Redfern of Toronto, Ontario. 43.279660 -79.890990 York Boulevard Desjardins Canal Hamilton Hamilton City, Ontario Ontario Canada Metal Rivet-Connected Deck Truss Fixed 0 Cantilever 3 0 0 1932 1987 Hamilton Bridge Company of Hamilton, Ontario James, Proctor, and Redfern of Toronto, Ontario 8 9 0 0 365 111.25 54 16.46 https://historicbridges.org/ontario/yorkboulevardbridge/little_yorkboulevardbridge0850_small.jpg https://historicbridges.org/ontario/yorkboulevardbridge/little_yorkboulevardbridge0850.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yorkboulevardbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.279660,-79.890990
3324 Thames Street Railroad Overpass This is a nice stone arch bridge, that is among the oldest of London's bridges. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.978780 -81.254530 Railroad (Canadian National) Thames Street London Middlesex County, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 1889 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/other/thamesst/little_pict6935_small.jpg https://historicbridges.org/other/thamesst/little_pict6935.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/thamesst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978780,-81.254530
3326 Thamesville Railway Bridge This massive railroad bridge has large lattice portal bracing. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.541000 -81.987490 Railroad (Canadian National) Thames River Near Thamesville Chatham-Kent Region, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 6 7 190 57.91 190 57.91 0 0 https://historicbridges.org/truss/thamesvillerr/little_pict5202_small.jpg https://historicbridges.org/truss/thamesvillerr/little_pict5202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/thamesvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.541000,-81.987490
3327 Thomson Road Bridge This bridge is very rare, both as an early t-beam bridge and for having a brick deck! The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.881430 -86.194730 Thomson Road Railroad (Abandoned Yard) Rural Cass County, Michigan Michigan United States Concrete T-Beam Fixed 0 5 0 0 1919 0 Unknown 4 8 34.8 10.61 169 51.51 20 6.1 https://historicbridges.org/concrete/thomson/little_p1810189_small.jpg https://historicbridges.org/concrete/thomson/little_p1810189.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/thomson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.881430,-86.194730
3328 Thornapple River Private Bridge This bridge is a beautiful secret that is hidden away within private property. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private road and is private property. It is not visible from any public road. It may be possible to reach the bridge legally using water craft like a canoe. 42.625500 -85.149790 Private Access Thornapple River Rural Barry County, Michigan Michigan United States This bridge is on a private road and is private property. It is not visible from any public road. It may be possible to reach the bridge legally using water craft like a canoe. Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 0 Unknown 4 7 0 0 0 0 0 0 https://historicbridges.org/michigan/thornappletruss/little_dscf7216_small.jpg https://historicbridges.org/michigan/thornappletruss/little_dscf7216.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/thornappletruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.625500,-85.149790
3329 Thornapple River Railroad Bridge Cascade Railroad Bridge An impressive three span deck truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.878190 -85.477300 Railroad (CSX) Thornapple River Rural (Near Cascade) Kent County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 6 3 Metal Deck Girder Fixed 0 2 1921 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/truss/cascade/little_p1340570_small.jpg https://historicbridges.org/truss/cascade/little_p1340533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cascade/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.878190,-85.477300
3330 Catherine Street Bridge Thornhill Place Bridge This bridge is one of several remaining historically significant overpasses that relate the industrial growth of Detroit during that time. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.342670 -83.032820 Abandoned Catherine Street Railroad (Abandoned Grand Trunk Western / Dequindre Cut Greenway) Detroit Wayne County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 7 0 0 0 0 0 0 https://historicbridges.org/michigan/thornhill/little_p1370332_small.jpg https://historicbridges.org/michigan/thornhill/little_p1370332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/thornhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.342670,-83.032820
3331 Thousand Islands Bridge North Channel (Canadian) Bridge This northern portion of the Thousand Islands Bridge system has a remarkable span variety including truss, suspension, and arch! The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by Robinson and Steinman of New York, New York. 44.363060 -75.982550 KH-137 St. Lawrence River (Fleuve Saint-Laurent) North Channel Rural Leeds and Grenville United Counties, Ontario Ontario Canada Metal Plate Girder Stiffening Wire Cable Suspension Fixed 0 3 0 17 1938 0 Canadian Bridge Company of Walkerville, Ontario Robinson and Steinman of New York, New York 9 10 750 228.6 3330 1014.98 0 0 https://historicbridges.org/ontario/thousandislands/little_thousandislands0978_small.jpg https://historicbridges.org/ontario/thousandislands/little_thousandislands0978.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/thousandislands/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.363060,-75.982550
3332 ! Thousand Islands Bridge South Channel (American) Bridge This southern portion of the Thousand Islands Bridge system features the largest span of the bridge system. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Robinson and Steinman of New York, New York. 44.302080 -75.982460 I-81 St. Lawrence River (Fleuve Saint-Laurent) South Channel Rural Jefferson County, New York Ontario United States Metal Plate Girder Stiffening Wire Cable Suspension Fixed 0 3 Metal Deck Girder Fixed 0 42 1937 2000 American Bridge Company of New York, New York Robinson and Steinman of New York, New York 9 10 800 243.84 4500 1371.6 24 7.32 https://historicbridges.org/newyork/thousandislandssouth/little_souththousandislands_8088_89_90vib_small.jpg https://historicbridges.org/newyork/thousandislandssouth/little_souththousandislands_8088_89_90vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/thousandislandssouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.302080,-75.982460
3333 Thousand Islands Bridge International Rift Bridge This central portion of the Thousand Islands Bridge system is noted as one of the smallest international bridges. The technical description of the main or most noteworthy span of the bridge is a 95.8 ft (29.2 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by R. A. Blythe of Toronto, Ontario. 44.347280 -75.983400 I-81 and KH-137 St. Lawrence River (Fleuve Saint-Laurent) (International Rift) Rural Leeds and Grenville United Counties, Ontario and Jefferson County, New York Ontario and New York Canada and United States Concrete (Stone Faced) Rigid-Frame Fixed 0 1 0 0 1938 2004 R. A. Blythe of Toronto, Ontario 5 5 95.8 29.2 101.7 31 30 9.14 https://historicbridges.org/newyork/internationalrift/little_004_1a_small.jpg https://historicbridges.org/newyork/internationalrift/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/internationalrift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.347280,-75.983400
3334 Tidioute Bridge Extensive lattice and v-lacing, and impressive span size make this a complex structure. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois. The bridge was primarily designed by Pennsylvania State Highway Department. 41.680860 -79.412440 Buckingham Street (PA-127) Allegheny River Tidioute Warren County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 10 2 0 0 1933 2002 Bates and Rogers of Chicago, Illinois Pennsylvania State Highway Department 5 6 270 82.3 551 167.94 24 7.32 https://historicbridges.org/truss/tidioute/Penn59_small.jpg https://historicbridges.org/truss/tidioute/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/tidioute/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680860,-79.412440
3335 Tindall Bridge This highly attractive bridge retains excellent historic integrity and has been restored. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Champion Iron Company of Kenton, Ohio. 41.308450 -83.158000 Rice Road (CR-209) Sandusky River Rural Sandusky County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1915 0 Champion Iron Company of Kenton, Ohio 7 7 166 50.6 332 101.19 15.7 4.79 https://historicbridges.org/ohio/tindall/bkg_cleveland205_small.jpg https://historicbridges.org/ohio/tindall/cleveland0413.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tindall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.308450,-83.158000
3336 Paines Railroad Bridge Tittabawassee River Railroad Bridge An unusual railroad plate girder swing bridge, that has not operated for an eternity. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 43.402550 -84.032790 Railroad (CSX) Tittabawassee River Paines Saginaw County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Swing Center Pier 0 1 Metal Through Girder Fixed 0 4 0 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/other/tittabawassee/little_pict0412_small.jpg https://historicbridges.org/other/tittabawassee/little_pict0412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/tittabawassee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.402550,-84.032790
3339 Tiffany Stone Bridge This bridge may be the oldest stone bridge in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.580800 -88.923250 Railroad (Union Pacific) Turtle Creek Tiffany Rock County, Wisconsin Wisconsin United States Stone Semicircular Deck Arch Fixed 0 5 0 0 1869 0 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/wisconsin/tiffanystone/little_dscf5059_small.jpg https://historicbridges.org/wisconsin/tiffanystone/little_dscf5048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tiffanystone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.580800,-88.923250
3340 Tobias Bridge Jefferson County Bridge 30 This bridge has unique vertical members and is a good example of a creative historic bridge rehabilitation. The technical description of the main or most noteworthy span of the bridge is a 146.3 ft (44.59 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Indianapolis Bridge Company of Indianapolis, Indiana. 38.811970 -85.638190 CR-1350 West Big Creek Rural Jefferson County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1885 2004 Indianapolis Bridge Company of Indianapolis, Indiana 8 8 146.3 44.59 154 46.94 13.8 4.21 https://historicbridges.org/indiana/tobias/little_dscf6588_small.jpg https://historicbridges.org/indiana/tobias/little_dscf6588.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tobias/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.811970,-85.638190
3341 Tobin Bridge This is a relatively large example of the rigid-frame bridge type that Ontario built so much of. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Dean Construction Company. 42.406790 -82.162610 Park Avenue McGregor Creek Chatham Chatham-Kent Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1957 0 Dean Construction Company 3 4 82 24.99 84.6 25.79 23 7.01 https://historicbridges.org/ontario/tobin/bkg_07photos177_small.jpg https://historicbridges.org/ontario/tobin/07photos497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tobin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.406790,-82.162610
3342 Todd Road Private Bridge Black Creek Private Bridge A rare example of a lightweight double-Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.195630 -82.684760 Private Walkway Black Creek Rural Sanilac County, Michigan Michigan United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/michigan/toddroad/little_p1200060_small.jpg https://historicbridges.org/michigan/toddroad/little_p1200060.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/toddroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.195630,-82.684760
3343 Sumner Street Bridge Toledo Amtrak Station Bridge A two-span Pratt through truss, with an old brick deck is a remnant of an abandoned section of road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.637900 -83.544520 Abandoned Sumner Street Railroad (Norfolk Southern) Toledo Lucas County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 6 2 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/ohio/toledorr3/little_pict0811_small.jpg https://historicbridges.org/ohio/toledorr3/little_pict0811.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.637900,-83.544520
3344 Toledo Norfolk Southern Railroad Bridge Toledo New York Central Railroad Bridge This swing bridge is noted for an unusual truss configuration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 41.632410 -83.530950 Railroad (Norfolk Southern) Maumee River Toledo Lucas County, Ohio Ohio United States Metal Double-Intersection Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 3 1902 0 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 7 8 300 91.44 760 231.65 0 0 https://historicbridges.org/ohio/toledorr1/little_5021313573_16648fe5c5_b_small.jpg https://historicbridges.org/ohio/toledorr1/little_5021313573_16648fe5c5_b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.632410,-83.530950
3346 Tompkins Bridge A very old example of a concrete encased steel stringer bridge, this bridge was restored. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 42.373190 -84.544630 M-50 Sandstone Creek Tompkins Jackson County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1927 0 Walter Toebe Company Michigan State Highway Department 3 6 65 19.81 65 19.81 30 9.14 https://historicbridges.org/concrete/m50/1bkg_hbme_297_small.jpg https://historicbridges.org/concrete/m50/1hbme_698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/m50/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.373190,-84.544630
3348 Torrence Avenue Railroad Bridge Chicago and Western Indiana Railroad Bridge This abandoned railroad lift bridge sits next to an older highway lift bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. 41.669420 -87.558760 Railroad (Abandoned Chicago and Western Indiana Railroad) Calumet River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 10 1 0 0 1968 0 American Bridge Company of New York, New York 5 5 0 0 0 0 0 0 https://historicbridges.org/illinois/torrencerr2/little_p1270455_small.jpg https://historicbridges.org/illinois/torrencerr2/little_p1270455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/torrencerr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.669420,-87.558760
3350 ! Torrey Road Bridge One of several representative examples of small scale bridge construction in the late 1920s and early 1930s in the county. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.928889 -83.730833 Torrey Road Swartz Creek Rural Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown Michigan State Highway Department 2 2 32.8 10 34.8 10.61 30 9.14 https://historicbridges.org/michigan/torrey/little_dscf8268_small.jpg https://historicbridges.org/michigan/torrey/little_dscf8268.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/torrey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.928889,-83.730833
3351 Touchette Bridge Pont Touchette This graceful truss bridge is a welcome sight on this road. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Arthur Sedgwick. 45.293240 -75.121460 CR-650 South Nation River Rural Prescott and Russell United Counties, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 12 1 0 0 1950 0 Dominion Bridge Company of Montréal, Québec Arthur Sedgwick 6 6 245 74.68 245 74.68 0 0 https://historicbridges.org/ontario/touchette/little_touchette1973_small.jpg https://historicbridges.org/ontario/touchette/little_touchette1973.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/touchette/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.293240,-75.121460
3352 Tower Bridge This landmark lift bridge with its striking gold paint has strong Streamline Moderne art deco details and provides a gateway leading to and from the state Capitol. The technical description of the main or most noteworthy span of the bridge is a 209 ft (63.7 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Consolidated Steel Company of Los Angeles, California. The bridge was primarily designed by Alfred W. Eichler. 38.580630 -121.508600 M Street Sacramento River Sacramento and West Sacramento Sacramento County, California and Yolo County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 7 1934 0 Consolidated Steel Company of Los Angeles, California Alfred W. Eichler 8 8 209 63.7 738 224.94 51.8 15.79 https://historicbridges.org/california/towerbridge/little_day3_towerbridge03707_small.jpg https://historicbridges.org/california/towerbridge/little_day3_towerbridge03707.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/towerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.580630,-121.508600
3355 Town Creek Road Bridge This is a rural and extremely narrow concrete arch bridge that has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 44.8 ft (13.66 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.638870 -78.561500 Town Creek Road (Old Alignment) Town Creek Rural Allegany County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1919 0 Unknown 7 7 44.8 13.66 94 28.65 11 3.35 https://historicbridges.org/maryland/towncreek/little_p1200967_small.jpg https://historicbridges.org/maryland/towncreek/little_p1200967.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/towncreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.638870,-78.561500
3357 Townley Road Bridge This is the last known metal truss bridge remaining in Livingston County. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 42.669000 -83.771330 Townley Road Ore Creek Rural Livingston County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 7 35.8 10.91 40 12.19 15.7 4.79 https://historicbridges.org/michigan/townley/little_img_7009_small.jpg https://historicbridges.org/michigan/townley/little_img_7009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.669000,-83.771330
3358 Townline Brook Bridge Bennett Park Bridge This is the only 1870s bowstring in Michigan, a rare example of a plate and channel top chord bowstring. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This map shows the park in which the bridge was located until 1967. The map is shown for reference purposes only. The bridge today is located on private property. The exact location of the bridge is not being displayed online at this time out of respect for the owner. Please contact HistoricBridges.org using the contact link at the bottom of this page if you have any questions. 42.545400 -84.834240 Private Drive Townline Brook Rural Eaton County, Michigan Michigan United States This map shows the park in which the bridge was located until 1967. The map is shown for reference purposes only. The bridge today is located on private property. The exact location of the bridge is not being displayed online at this time out of respect for the owner. Please contact HistoricBridges.org using the contact link at the bottom of this page if you have any questions. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 1 0 0 1875 1967 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/michigan/bennettpark/little_p1340647_small.jpg https://historicbridges.org/michigan/bennettpark/little_p1340647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bennettpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.545400,-84.834240
3361 Townsend Park Drive Bridge East One of two nearly identical bridges here in Townsend Park. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.055730 -85.461650 Townsend Park Drive Bear Creek Cannonsburg Kent County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1927 0 Unknown 2 3 20 6.1 23 7.01 20 6.1 https://historicbridges.org/michigan/townsendeast/little_townsendeast8_small.jpg https://historicbridges.org/michigan/townsendeast/little_townsendeast8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townsendeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055730,-85.461650
3362 Townsend Park Drive Bridge West One of two nearly identical bridges here in Townsend Park. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.055540 -85.466060 Townsend Park Drive Bear Creek Cannonsburg Kent County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1927 0 Unknown 2 3 20 6.1 23 7.01 20 6.1 https://historicbridges.org/michigan/townsendwest/little_townsendwest9_small.jpg https://historicbridges.org/michigan/townsendwest/little_townsendwest8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townsendwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055540,-85.466060
3363 Townsend Park Foot Bridge This tiny foot bridge has a stone facing to make it look nice. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.055990 -85.461700 Townsend Park Walkway Bear Creek Cannonsburg Kent County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/townsendfoot/little_townsendeastfootbridge2_small.jpg https://historicbridges.org/michigan/townsendfoot/little_townsendeastfootbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/townsendfoot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055990,-85.461700
3365 Trancas Street Bridge Little Trancas Bridge This bridge stands out among Napa County stone arch bridges for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by H. W. Wing of Napa, California. 38.325170 -122.274700 Trancas Street Milliken Creek Napa Napa County, California California United States Stone Segmental Deck Arch Fixed 0 5 0 0 1908 0 H. W. Wing of Napa, California 6 7 40 12.19 169 51.51 19.7 6 https://historicbridges.org/california/trancasstreet/little_day5_trancasstreet07343_small.jpg https://historicbridges.org/california/trancasstreet/little_day5_trancasstreet07343.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/trancasstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.325170,-122.274700
3366 Trenary Bridge This is an old arch bridge that was widened in the 1950s, so it looks like a 1950s arch bridge today. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Straits Construction Company. 46.195030 -86.972190 M-67 Scotts Creek Trenary Alger County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1914 1952 Straits Construction Company 5 5 45 13.72 45 13.72 38 11.58 https://historicbridges.org/michigan/trenarym67/little_trenarym67_0524_small.jpg https://historicbridges.org/michigan/trenarym67/little_trenarym67_0524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/trenarym67/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.195030,-86.972190
3367 Troyer Road Bridge This pony truss has been closed to traffic for some time and is today quite overgrown with vegetation. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.653820 -80.554450 Troyer Road Venison Creek Rural Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/troyerroad/little_p1600105_small.jpg https://historicbridges.org/ontario/troyerroad/little_p1600099.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/troyerroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.653820,-80.554450
3368 TR-2 Bridge This truss bridge has been left in place with a reconfigured deck for non-motorized traffic only. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.189890 -80.455310 TR-2 Nith River Rural Oxford County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/tr2canning/little_tr-2canning0813_small.jpg https://historicbridges.org/ontario/tr2canning/little_tr-2canning0813.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tr2canning/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189890,-80.455310
3370 TR-12 Bridge Middle One of three truss bridges on this road, which form an interesting group of truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. 43.301940 -80.547220 TR-12 Nith River Rural Oxford County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1929 0 Reid-Riddell Engineering of Toronto, Ontario 6 6 0 0 132.5 40.39 0 0 https://historicbridges.org/ontario/12middle/little_p1040260_small.jpg https://historicbridges.org/ontario/12middle/little_p1040260.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12middle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.301940,-80.547220
3371 TR-12 Bridge West One of three truss bridges on this road, which form an interesting group of truss bridges, this bridge is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. 43.291320 -80.615850 TR-12 Nith River Rural Oxford County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1937 0 Reid-Riddell Engineering of Toronto, Ontario 6 7 0 0 132 40.23 0 0 https://historicbridges.org/ontario/12west/little_p1040199_small.jpg https://historicbridges.org/ontario/12west/little_p1040199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12west/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.291320,-80.615850
3372 TR-38 Bridge A picturesque pin connected pony truss that has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 40.944090 -83.813820 TR-38 Ottawa Creek Rural Hancock County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 1995 Smith Bridge Company of Toledo, Ohio 6 7 56 17.07 61 18.59 15.4 4.69 https://historicbridges.org/ohio/tr38/little_pict0222_small.jpg https://historicbridges.org/ohio/tr38/little_pict0222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tr38/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.944090,-83.813820
3373 Powell Bridge TR-48 Bridge A small half-hip pony truss turns an otherwise nondescript road into something worth driving down. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 40.980000 -83.729810 TR-48 Tiderishi Ditch Rural Hancock County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1985 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 6 6 35 10.67 40 12.19 14 4.27 https://historicbridges.org/ohio/tr48/little_pict0214_small.jpg https://historicbridges.org/ohio/tr48/little_pict0214.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tr48/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.980000,-83.729810
3374 TR-76 Yellow Bank River Bridge Little Log House Pioneer Village Bridge This extremely unusual and rare Thacher-like truss bridge was relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Thacher through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 44.630250 -92.840220 Pedestrian Walkway Unnamed Pond Rural Dakota County, Minnesota Minnesota United States Metal Thacher Pin-Connected Through Truss Fixed 5 1 0 0 1893 0 King Bridge Company of Cleveland, Ohio 8 9 0 0 0 0 0 0 https://historicbridges.org/minnesota/tr76yellowbankriver/little_tr76yellowbankriver5858_small.jpg https://historicbridges.org/minnesota/tr76yellowbankriver/little_tr76yellowbankriver5858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/tr76yellowbankriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.630250,-92.840220
3375 TR-99 Bridge A rare, abandoned example of a bedstead pony truss that should be restored. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. 41.246670 -84.611670 TR-99 Gordon Creek Rural Paulding County, Ohio Ohio United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 0 1986 Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio 8 8 49 14.94 50 15.24 15.7 4.79 https://historicbridges.org/ohio/tr99/little_img_9518_small.jpg https://historicbridges.org/ohio/tr99/little_img_9518.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/tr99/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.246670,-84.611670
3378 TR-251 Bridge This ancient bridge continues to serve its original function of carrying vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.035580 -83.520170 TR-251 Outlet Ditch Rural Hancock County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 6 42 12.8 45 13.72 16.4 5 https://historicbridges.org/ohio/cr251/bkg_cleveland242_small.jpg https://historicbridges.org/ohio/cr251/cleveland0059.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr251/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.035580,-83.520170
3379 Tracel de Cap-Rouge Cap-Rouge Viaduct This tall and extremely long bridge is an amazing structure and is part of the same rail line as nearby Pont De Québec The technical description of the main or most noteworthy span of the bridge is a 157.5 ft (48.01 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 46.748130 -71.343430 Railroad (Canadian National) Cap-Rouge Cap-Rouge (Québec) Capitale-Nationale, Québec Québec Canada Metal Pratt Rivet-Connected Deck Truss Fixed 6 3 Metal Deck Girder Fixed 0 28 1908 0 Dominion Bridge Company of Montréal, Québec 9 9 157.5 48.01 3333.3 1015.99 0 0 https://historicbridges.org/quebec/caprouge/little_p1060985_small.jpg https://historicbridges.org/quebec/caprouge/little_p1060985.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/caprouge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.748130,-71.343430
3383 Tremaine Bridge Bone's Mill Bridge - Bever Bridge (Iowa Number 171920) A noteworthy remaining example of a camelback truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by N. M. Stark of Des Moines, Iowa. 42.386570 -93.808950 280th Street Boone River Rural Hamilton County, Iowa Iowa United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 1 1902 1940 N. M. Stark of Des Moines, Iowa 7 8 160 48.77 186 56.69 14.4 4.39 https://historicbridges.org/iowa/280th_hamilton/little_dscf6005_small.jpg https://historicbridges.org/iowa/280th_hamilton/little_dscf6005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/280th_hamilton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.386570,-93.808950
3384 Triple Whipple Bridge Laughery Creek Bridge The king of Indiana bridges, a nationally significant, ancient 1878 bridge features a unique truss configuration, and has a huge span. The technical description of the main or most noteworthy span of the bridge is a 297.5 ft (90.68 m) metal pin-connected Triple Intersection Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.024620 -84.885890 IN-56 (Old Alignment) Laughery Creek Buffalo (Rural) Dearborn County, Indiana and Ohio County, Indiana Indiana United States Metal Triple Intersection Pratt Pin-Connected Through Truss Fixed 21 1 0 0 1878 2008 Wrought Iron Bridge Company of Canton, Ohio 10 10 297.5 90.68 300 91.44 17 5.18 https://historicbridges.org/truss/triplewhipple/ohio0630_small.jpg https://historicbridges.org/truss/triplewhipple/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/triplewhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.024620,-84.885890
3386 Tilton Island Park Bridge An exceedingly rare cast iron bridge, this is the only only known surviving example of a patented Truesdell truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) Truesdell pony truss, fixed. The bridge was primarily built by A. D. Briggs of Springfield, Massachusetts. 43.442850 -71.586640 Pedestrian Walkway Winnepesaukee River Tilton Merrimack County, New Hampshire and Belknap County, New Hampshire New Hampshire United States Metal (Cast Iron) Truesdell Pony Truss Fixed 0 2 0 0 1881 0 A. D. Briggs of Springfield, Massachusetts 9 9 0 0 83 25.3 10 3.05 https://historicbridges.org/newhampshire/tilton/little_p1520354_small.jpg https://historicbridges.org/newhampshire/tilton/little_p1520354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/tilton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.442850,-71.586640
3387 Trent Drive Bridge One of only a few surviving unaltered heritage swing bridges on the Trent-Severn Waterway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. 44.290830 -77.802250 Trent Drive Trent River (Trent-Severn Waterway) Campbellford Northumberland County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Center Pier 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/trentdrivecampbellford/little_p1580790_small.jpg https://historicbridges.org/ontario/trentdrivecampbellford/little_p1580790.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/trentdrivecampbellford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.290830,-77.802250
3390 Tupperville Bridge This is the only known highway swing bridge in the area, it no longer operates today. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Dean Construction Company. 42.590530 -82.267040 Tupperville Road Sydenham River Tupperville Chatham-Kent Region, Ontario Ontario Canada Metal Variable Depth Deck Girder Movable: Swing Center Pier 0 2 0 2 1965 2001 Dean Construction Company 4 5 87 26.52 276.2 84.19 28 8.53 https://historicbridges.org/ontario/tupperville/bkg_07photos169_small.jpg https://historicbridges.org/ontario/tupperville/07photos477.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tupperville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.590530,-82.267040
3392 Turner Road Bridge This breathtaking Parker truss is similar to Kent Street but retains greater historic integrity in a scenic setting. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Wynkoop and McGormley of Toledo, Ohio. 42.799780 -84.876120 Turner Road Grand River Rural Ionia County, Michigan Michigan United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1910 1969 Wynkoop and McGormley of Toledo, Ohio 7 8 202 61.57 208 63.4 19 5.79 https://historicbridges.org/truss/turner/little_mar22_5445_small.jpg https://historicbridges.org/truss/turner/little_mar22_5490.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/turner/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.799780,-84.876120
3393 Turney Bridge A rare example of a special type of inexpensive bridge built in the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. 39.703030 -91.976670 CR-453 (CR-307) Thomas Creek Rural Shelby County, Missouri Missouri United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1907 0 Pan American Bridge Company of New Castle, Indiana 8 8 28 8.53 29 8.84 10.8 3.29 https://historicbridges.org/missouri/turney/little_dscf6016_small.jpg https://historicbridges.org/missouri/turney/little_dscf6016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/turney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.703030,-91.976670
3394 Turntable Bridge This fascinating bridge's main span is a reused railroad turntable! The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.436210 -82.713600 Railroad (Abandoned) Black River Rural Sanilac County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 1 0 0 1926 0 American Bridge Company of New York, New York 4 5 0 0 0 0 0 0 https://historicbridges.org/michigan/turntable/little_pict8220_small.jpg https://historicbridges.org/michigan/turntable/little_pict8220.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/turntable/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.436210,-82.713600
3395 Turtleville Iron Bridge Lathers Road Bridge A relatively early example of a bridge built by an important and long-lived regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 141.3 ft (43.07 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 42.565660 -88.964690 Lathers Road Turtle Creek Rural Rock County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1887 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 141.3 43.07 147.3 44.9 14.1 4.3 https://historicbridges.org/wisconsin/lathers/little_img_1369_small.jpg https://historicbridges.org/wisconsin/lathers/little_img_1369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/lathers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.565660,-88.964690
3399 Twin Bridge Hendricks County Bridge 178 Sitting next to a large historic railroad bridge, this skewed bridge is significant as a rare pin -connected Baltimore truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Indianapolis, Indiana. 39.754420 -86.504470 Broadway Street (Road 50 South) West Fork White Lick Creek Rural Hendricks County, Indiana Indiana United States Metal Baltimore Pin-Connected Through Truss Fixed 12 1 0 0 1886 2008 Indiana Bridge Company of Indianapolis, Indiana 8 8 150 45.72 153 46.63 15.7 4.79 https://historicbridges.org/indiana/twinbridge/little_rickm219_small.jpg https://historicbridges.org/indiana/twinbridge/little_rickm219.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/twinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.754420,-86.504470
3400 Twin Railroad Bridge Sitting next to a historic highway bridge, this is a large, old, high level concrete railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois. 39.754090 -86.504360 Railroad (CSX, Former Big Four Railroad) West Fork White Lick Creek and Twin Bridges Road Rural Hendricks County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1906 0 Bates and Rogers of Chicago, Illinois 7 7 90 27.43 275 83.82 0 0 https://historicbridges.org/indiana/twinbridgerr/little_twinbridgerr5290_small.jpg https://historicbridges.org/indiana/twinbridgerr/little_twinbridgerr5290.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/twinbridgerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.754090,-86.504360
3401 Twin Falls Bridge This impressive state border bridge is the only pin-connected highway camelback truss in Michigan and one of only two in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. Special note about bridge location: This bridge is abandoned and closed to all traffic. 45.877540 -88.078560 Twin Falls Road Menominee River Rural Dickinson County, Michigan and Florence County, Wisconsin Michigan and Wisconsin United States This bridge is abandoned and closed to all traffic. Metal Camelback Pin-Connected Through Truss Fixed 8 1 0 0 1909 0 Central States Bridge Company of Indianapolis, Indiana 8 8 140 42.67 140 42.67 18.7 5.7 https://historicbridges.org/michigan/twinfalls/little_10-2-10ironbridgestudentcouncil029_small.jpg https://historicbridges.org/michigan/twinfalls/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/twinfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.877540,-88.078560
3402 Two Cent Bridge Ticonic Foot Bridge This is a very impressive and significant swinging style pedestrian suspension foot bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. The bridge was primarily designed by Edwin Dwight Graves of Hartford, Connecticut. 44.550840 -69.626240 Temple Street (Pedestrian Walkway) Kennebec River Waterville Kennebec County, Maine Maine United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 0 2 1903 2012 Berlin Construction Company of Berlin Connecticut Edwin Dwight Graves of Hartford, Connecticut 7 7 400 121.92 0 0 6 1.83 https://historicbridges.org/maine/2cent/little_p1520713_small.jpg https://historicbridges.org/maine/2cent/little_p1520713.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/2cent/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.550840,-69.626240
3403 Twyckenham Drive Bridge Kline Street Bridge, St. Joseph County Bridge 207 This very attractive bridge has an impressive arch height, as it clears most of the river valley. The technical description of the main or most noteworthy span of the bridge is a 114.8 ft (34.99 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Rieth-Riley Construction Company of Goshen, Indiana. The bridge was primarily designed by William S. Moore. 41.659750 -86.225530 Twyckenham Drive St. Joseph River and Northside Boulevard South Bend St. Joseph County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 4 0 0 1929 2009 Rieth-Riley Construction Company of Goshen, Indiana William S. Moore 7 7 114.8 34.99 431 131.37 50 15.24 https://historicbridges.org/indiana/twyckenham/little_p1430760_small.jpg https://historicbridges.org/indiana/twyckenham/little_p1430760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/twyckenham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.659750,-86.225530
3404 Twyn Rivers Drive Rouge River Bridge This bridge is one of two heritage bridges on this highly scenic road. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.810870 -79.159740 Twyn Rivers Drive Rouge River Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 75 22.86 75 22.86 0 0 https://historicbridges.org/ontario/twynrivers1/little_p1040425_small.jpg https://historicbridges.org/ontario/twynrivers1/little_p1040425.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/twynrivers1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.810870,-79.159740
3405 Twyn Rivers Drive Little Rouge River Bridge This bridge is one of two heritage bridges on this highly scenic road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.813690 -79.156770 Twyn Rivers Drive Little Rouge River Toronto Toronto City, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 7 7 70 21.34 95 28.96 0 0 https://historicbridges.org/ontario/twynrivers2/little_p1040520_small.jpg https://historicbridges.org/ontario/twynrivers2/little_p1040520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/twynrivers2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.813690,-79.156770
3406 Tyler Bridge A West Virginia standard plan highway pony truss from the 1930s. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.429940 -80.829030 WV-18 McElroy Creek Tyler (Rural) Tyler County, West Virginia West Virginia United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1936 1984 Unknown 4 5 100 30.48 203 61.87 24 7.32 https://historicbridges.org/wvirginia/tyler/main_small.jpg https://historicbridges.org/wvirginia/tyler/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/tyler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.429940,-80.829030
3407 Tyrone Avenue Bridge An excellent unaltered example of a small-scale t-beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.263890 -85.731940 Tyrone Avenue Walter Creek Drain Rural Kent County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1925 0 Unknown 1 2 21 6.4 25 7.62 21 6.4 https://historicbridges.org/michigan/tyrone/little_tyrone_walter16_small.jpg https://historicbridges.org/michigan/tyrone/little_tyrone_walter16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/tyrone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.263890,-85.731940
3408 Tyrone Forge Viaduct PA-453 Little Juniata River Bridge This early and rare example of a continuous curved t-beam has been beautifully rehabilitated by PennDOT. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by R. C. Burket. The bridge was primarily designed by Pennsylvania State Highway Department. 40.661530 -78.216350 PA-453 (PA-45 Truck Route) Little Juniata River and PA-1015 Tyrone Forge Blair County, Pennsylvania Pennsylvania United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1937 2010 R. C. Burket Pennsylvania State Highway Department 4 7 61 18.59 250 76.2 34.5 10.52 https://historicbridges.org/pennsylvania/tyroneforge/little_dscf3075_small.jpg https://historicbridges.org/pennsylvania/tyroneforge/little_dscf3075.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tyroneforge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.661530,-78.216350
3409 Tysons Bridge This bridge documents both a national trend and a bridge builder transition into riveted connections. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.158340 -75.652790 Bertolet School Road French Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1905 0 John Denithorne and Sons of Phoenixville, Pennsylvania 6 7 89 27.13 90 27.43 14 4.27 https://historicbridges.org/pennsylvania/chester196tysons/little_bridge1964_small.jpg https://historicbridges.org/pennsylvania/chester196tysons/little_bridge1964.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester196tysons/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.158340,-75.652790
3411 Uhlerstown-Frenchtown Bridge With six total spans, this is a long and significant simple span truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Lehigh Structural Steel Company of Allentown, Pennsylvania. 40.526130 -75.065050 Bridge Street Delaware River Uhlerstown and Frenchtown Hunterdon County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 8 6 0 0 1931 2001 Lehigh Structural Steel Company of Allentown, Pennsylvania 6 6 155.8 47.49 951.2 289.93 16.4 5 https://historicbridges.org/newjersey/frenchtown/little_pict5325_small.jpg https://historicbridges.org/newjersey/frenchtown/little_pict5331.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/frenchtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.526130,-75.065050
3412 Ulshaffer Road Bridge A secluded pony truss with interesting beams under the deck. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 45.016050 -83.964620 Ulshaffer Road Thunder Bay River Rural Montmorency County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 6 7 40 12.19 70 21.34 15.7 4.79 https://historicbridges.org/truss/ulshaffer/little_img_0245_small.jpg https://historicbridges.org/truss/ulshaffer/little_img_0245.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ulshaffer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.016050,-83.964620
3414 Union Flatrock Church Bridge Flatrock Creek Foot Bridge This tiny concrete arch foot bridge connects a church to a cemetery. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.166090 -85.436780 Pedestrian Walkway Flatrock Creek Rural Ripley County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/indiana/flatrockcreekarch/little_flatrockcreekarch3764_small.jpg https://historicbridges.org/indiana/flatrockcreekarch/little_flatrockcreekarch3764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/flatrockcreekarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.166090,-85.436780
3416 Union Street Bridge This tiny bridge has attractive railings that are unlike those seen elsewhere in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.162730 -85.707180 Union Street Nash Creek Sparta Kent County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1937 0 Unknown 1 2 30 9.14 32.8 10 26 7.92 https://historicbridges.org/michigan/unionnash/little_unionstnashcr3_small.jpg https://historicbridges.org/michigan/unionnash/little_unionstnashcr3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/unionnash/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.162730,-85.707180
3417 Union Street Bridge Bridge E-174 A traditional example of an Erie Canal lift bridge. The technical description of the main or most noteworthy span of the bridge is a 118.8 ft (36.21 m) metal rivet-connected Warren pony truss, movable: vertical lift. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania and Skene and Richmond of Louisa, Kentucky. 43.193050 -77.800270 Union Street (259) Erie Canal (New York State Barge Canal) Spencerport Monroe County, New York New York United States Metal Warren Rivet-Connected Pony Truss Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1914 2020 Penn Bridge Company of Beaver Falls, Pennsylvania and Skene and Richmond of Louisa, Kentucky 8 7 118.8 36.21 140.8 42.92 18.4 5.61 https://historicbridges.org/newyork/spencerport/little_spptrehab5_small.jpg https://historicbridges.org/newyork/spencerport/little_spptrehab5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spencerport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.193050,-77.800270
3419 University Drive Bridge This unusual bridge is a concrete encased deck plate girder and the center span appears to include a suspended span. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) cantilever deck girder, fixed. The bridge was primarily built by Unknown. 43.007740 -81.267970 University Drive North Branch Thames River London Middlesex County, Ontario Ontario Canada Metal (Concrete Encased) Deck Girder Fixed 0 Cantilever 1 Metal Deck Girder Fixed 0 Simple Span 2 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/universitydrive/little_universitydrive0903_small.jpg https://historicbridges.org/ontario/universitydrive/little_universitydrive0903.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/universitydrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.007740,-81.267970
3421 Upper Black Eddy-Milford Bridge With its polygonal top chord, this bridge offers a much different appearance from other area Delaware River bridges. The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 40.566500 -75.098480 Bridge Street (Frenchtown-Milford Road) Delaware River Milford and Upper Black Eddy Hunterdon County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 3 0 0 1933 1996 McClintic-Marshall Company of Pittsburgh, Pennsylvania 5 6 228 69.49 700 213.36 20 6.1 https://historicbridges.org/newjersey/milford/little_pict5304_small.jpg https://historicbridges.org/newjersey/milford/little_pict5304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.566500,-75.098480
3423 Upper Bridge This is a very old surviving Pratt truss bridge and it has ornate cast iron portal bracing. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Murray Dougal and Company of Milton, Pennsylvania. 44.500710 -73.485320 Liberty Street (River Street) Ausable River Keeseville Clinton County, New York and Essex County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1878 0 Murray Dougal and Company of Milton, Pennsylvania 9 9 108 32.92 218 66.45 15.3 4.66 https://historicbridges.org/newyork/keesevilleupper/little_p1070672_small.jpg https://historicbridges.org/newyork/keesevilleupper/little_p1070672.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keesevilleupper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.500710,-73.485320
3424 Upper Falls Bridge One of several historic stone-faced concrete bridges in this park, this one is strategically located right above the falls. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. 44.915310 -93.211160 Pedestrian Walkway Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Concrete (Stone Faced) Rigid-Frame Fixed 0 1 0 0 1939 0 Unknown 5 6 0 0 94 28.65 18 5.49 https://historicbridges.org/minnesota/minnehahaparkabovefalls/little_minnehahaparkabovefalls3766_small.jpg https://historicbridges.org/minnesota/minnehahaparkabovefalls/little_minnehahaparkabovefalls3766.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/minnehahaparkabovefalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.915310,-93.211160
3425 Upper Lisle Bridge This bridge features an uncommon truss configuration, and has suffered some alterations. The technical description of the main or most noteworthy span of the bridge is a 181.8 ft (55.41 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 42.396690 -75.959860 Upper Lisle Road Otselic River Upper Lisle (Rural) Broome County, New York New York United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1902 2018 Owego Bridge Company of Owego, New York 7 8 181.8 55.41 181.8 55.41 14.8 4.51 https://historicbridges.org/newyork/upperlisle/bkg_newyork572_small.jpg https://historicbridges.org/newyork/upperlisle/newyork1664.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/upperlisle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.396690,-75.959860
3426 US-6 / US-19 Meadville Bridge Baldwin Street Extension Bridge One of three beautiful two-span truss bridges occurring within a relatively short distance on a highway. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J. Lee Plumer. The bridge was primarily designed by Pennsylvania State Highway Department. 41.693050 -80.157870 US-6 / US-19 (Baldwin Street Extension, French Creek Parkway) French Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 1937 1983 J. Lee Plumer Pennsylvania State Highway Department 5 6 149 45.42 300 91.44 34.8 10.61 https://historicbridges.org/pennsylvania/619south/thumb.jpg https://historicbridges.org/pennsylvania/619south/crawford318.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/619south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.693050,-80.157870
3427 US-6 / US-19 Saegertown Bridge Main Street Bridge This is one of the three bridges on this highway that makes US-6 / US-19 one of the most unique drives ever. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.707810 -80.145750 US-6 / US-19 (French Creek Parkway, Main Street) French Creek Rural (Near Saegertown) Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 1936 1980 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 5 6 150 45.72 300 91.44 30.5 9.3 https://historicbridges.org/pennsylvania/619saegertown/thumb.jpg https://historicbridges.org/pennsylvania/619saegertown/crawford339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/619saegertown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.707810,-80.145750
3428 US-6 / US-19 Venango Bridge River Street Bridge This bridge provides a gateway into Venango as you head south, and is also part of a unique trio of bridges along this stretch of highway. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.776540 -80.106960 US-6 / US-19 (Cussewago Street, River Street) French Creek Venango Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 1934 1983 McClintic-Marshall Company of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 5 6 146 44.5 295 89.92 32.2 9.81 https://historicbridges.org/truss/venango/IMG_0139_small.jpg https://historicbridges.org/truss/venango/IMG_0139.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/venango/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.776540,-80.106960
3429 US-9 Ausable River Bridge This bridge is noted for its massive members, a result of a wide deck and long span length. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. 44.558830 -73.448710 US-9 Ausable River Rural Clinton County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1940 0 American Bridge Company of New York, New York New York State Department of Public Works 6 6 255 77.72 255 77.72 42 12.8 https://historicbridges.org/newyork/ausableus9/little_p1070287_small.jpg https://historicbridges.org/newyork/ausableus9/little_p1070287.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ausableus9/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.558830,-73.448710
3430 US-10 Eastbound Patrick Road Bridge This overpass is noted for its original railings, as well as its curved and superelevated design. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 43.612250 -84.168150 US-10 Patrick Road (North Union Road) Midland Midland County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1960 0 Walter Toebe Company Michigan State Highway Department 3 3 50 15.24 128 39.01 42 12.8 https://historicbridges.org/michigan/us10patrick/little_p1320760_small.jpg https://historicbridges.org/michigan/us10patrick/little_p1320760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us10patrick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.612250,-84.168150
3431 US-12 M-51 Overpasses A rare example of a pre-1960 divided highway overpass with original railings. The technical description of the main or most noteworthy span of the bridge is a 78.7 ft (23.99 m) metal pin and hanger stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 41.800833 -86.248056 US-12 (Pulaski Highway) M-51 (11th Street) Niles Berrien County, Michigan Michigan United States Metal Pin and Hanger Stringer (Multi-Beam) Fixed 0 3 0 0 1955 0 Unknown Michigan State Highway Department 3 5 78.7 23.99 156.8 47.79 33 10.06 https://historicbridges.org/michigan/us12_m51/little_dscf6535_small.jpg https://historicbridges.org/michigan/us12_m51/little_dscf6535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12_m51/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800833,-86.248056
3432 US-12 St. Joseph River Bridge This bridge is actually two large plate girder bridges side by side. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 41.801389 -86.266389 US-12 (Pulaski Highway) St. Joseph River Near Niles Berrien County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 5 0 0 1954 1997 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 4 5 100 30.48 480 146.3 60.4 18.41 https://historicbridges.org/michigan/us12_stjoseph/little_dscf6565_small.jpg https://historicbridges.org/michigan/us12_stjoseph/little_dscf6565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12_stjoseph/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.801389,-86.266389
3434 US-223 Railroad Overpass The least altered and most deteriorated of three similar railroad overpasses on this railroad line. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.811820 -83.803710 Railroad (Canadian National) US-223 Rural Lenawee County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1928 0 Unknown 2 3 62 18.9 62 18.9 0 0 https://historicbridges.org/michigan/us223rr/little_p1110275_small.jpg https://historicbridges.org/michigan/us223rr/little_p1110275.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us223rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.811820,-83.803710
3437 US-23 Milan Railroad Overpass This overpass predates the freeway it crosses and is also noted for its good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 79.7 ft (24.29 m) metal through girder, fixed. The bridge was primarily built by Johnson-Greene Company. The bridge was primarily designed by Michigan State Highway Department. 42.085000 -83.672220 US-23 Railroad (Norfolk Southern) Milan Washtenaw County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1950 0 Johnson-Greene Company Michigan State Highway Department 1 2 79.7 24.29 79.7 24.29 0 0 https://historicbridges.org/michigan/us23rr/little_p1110081_small.jpg https://historicbridges.org/michigan/us23rr/little_p1110081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us23rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.085000,-83.672220
3438 US-23 Ocqueoc River Bridge An extremely rare example of a highway deck truss in Michigan! The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by John W. Hertel. The bridge was primarily designed by Michigan State Highway Department. 45.487950 -84.076330 US-23 Ocqueoc River Rural Presque Isle County, Michigan Michigan United States Metal Pratt Rivet-Connected Deck Truss Fixed 9 1 0 0 1937 1994 John W. Hertel Michigan State Highway Department 6 7 106 32.31 106 32.31 35 10.67 https://historicbridges.org/truss/us23/little_pict4257_small.jpg https://historicbridges.org/truss/us23/little_pict4257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/us23/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.487950,-84.076330
3439 US-31 Carp River Bridge Mackinaw Highway Carp River Bridge This bridge is an example of a t-beam bridge with railings that are reminiscent of a concrete camelback. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 45.684200 -84.781430 US-31 (Mackinaw Highway) Carp Lake River Rural Emmet County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1933 0 Unknown 2 4 30.8 9.39 30.8 9.39 36 10.97 https://historicbridges.org/michigan/31carp/little_us-31_carp_lake_r_4_small.jpg https://historicbridges.org/michigan/31carp/little_us-31_carp_lake_r_4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/31carp/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.684200,-84.781430
3440 US-33 Bridge Pike Street Bridge This bridge serves the main drag through Goshen. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. H. Stoddard Company. The bridge was primarily designed by William S. Moore. 41.589100 -85.840950 US-33 (Pike Street) Elkhart River Goshen Elkhart County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 1994 H. H. Stoddard Company William S. Moore 5 5 65 19.81 258 78.64 50 15.24 https://historicbridges.org/other/us33/little_p1380806_small.jpg https://historicbridges.org/other/us33/little_p1380806.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/us33/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589100,-85.840950
3441 US-41 Fanny Hooe Creek Bridge With attractive locally sourced stone facing, this historic bridge is the northernmost bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Keweenaw County Road Commission. The bridge was primarily designed by Michigan State Highway Department. 47.466940 -87.866550 US-41 Fanny Hooe Creek Copper Harbor Keweenaw County, Michigan Michigan United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 0 Keweenaw County Road Commission Michigan State Highway Department 5 7 30.8 9.39 30.8 9.39 30 9.14 https://historicbridges.org/michigan/us41fannyhooecreek/little_us41fannyhooecreek40_small.jpg https://historicbridges.org/michigan/us41fannyhooecreek/little_us41fannyhooecreek40.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41fannyhooecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.466940,-87.866550
3442 US-41 Sturgeon River Bridge This steel stringer bridge retains original railings, and has a curve with superelevation included in its design. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 47.017570 -88.506160 US-41 Sturgeon River Rural Houghton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1960 0 Unknown Michigan State Highway Department 1 1 60 18.29 240 73.15 30 9.14 https://historicbridges.org/michigan/us41sturgeonriverstringer/little_us41sturgeonriver_4425_small.jpg https://historicbridges.org/michigan/us41sturgeonriverstringer/little_us41sturgeonriver_4425.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41sturgeonriverstringer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.017570,-88.506160
3443 US-41 Sturgeon River Slough Bridge One of two stringer bridges with attractive type R4 railings on this section of highway. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 47.012300 -88.496930 US-41 Sturgeon River Slough Rural Houghton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1956 0 Unknown Michigan State Highway Department 1 1 54.8 16.7 134.8 41.09 38 11.58 https://historicbridges.org/michigan/us41sturgeonriverslough/little_us41sturgeonriverslough19_small.jpg https://historicbridges.org/michigan/us41sturgeonriverslough/little_us41sturgeonriverslough19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us41sturgeonriverslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.012300,-88.496930
3444 US-42 Overpass This deck truss is composed entirely of rolled beams. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 41.479600 -81.700100 US-42 (25th Street) Train Avenue and Railroad (Flats Industrial Railroad) Cleveland Cuyahoga County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 9 2 Metal Deck Girder Fixed 0 8 0 1994 Unknown 5 5 138 42.06 685 208.79 48 14.63 https://historicbridges.org/ohio/us42/bkg_cleveland091_small.jpg https://historicbridges.org/ohio/us42/cleveland0163.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/us42/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.479600,-81.700100
3445 US-45 East Branch Ontonagon River Bridge An example of a haunched deck plate girder designed by the Michigan State Highway Department. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Jackson Construction Company. The bridge was primarily designed by Michigan State Highway Department. 46.699160 -89.160190 US-45 East Branch Ontonagon River Rural Ontonagon County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 Continuous 3 0 0 1958 0 Jackson Construction Company Michigan State Highway Department 3 4 144 43.89 384 117.04 35 10.67 https://historicbridges.org/michigan/us45ontonagonriverbridge/little_us45ontonagonriverbridge_3305_small.jpg https://historicbridges.org/michigan/us45ontonagonriverbridge/little_us45ontonagonriverbridge_3305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us45ontonagonriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.699160,-89.160190
3446 US-45 Middle Branch Ontonagon River Bridge A representative example of a mid 20th Century t-beam in Michigan, this small bridge is on a curve and has superelevation. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 46.274850 -89.177230 US-45 Middle Branch Ontonagon River Watersmeet Gogebic County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1953 0 Unknown Michigan State Highway Department 1 2 40 12.19 40 12.19 38 11.58 https://historicbridges.org/michigan/us45/little_crozerstreet_4360_small.jpg https://historicbridges.org/michigan/us45/little_crozerstreet_4360.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us45/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.274850,-89.177230
3449 US-131 Plaster Creek Bridge This curved bridge is a large example of a pin and hanger steel stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.924970 -85.682130 US-131 Plaster Creek and Railroad (Abandoned) Grand Rapids Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 12 0 0 1958 0 Unknown Michigan State Highway Department 1 1 72 21.95 748 227.99 91 27.74 https://historicbridges.org/michigan/131plaster/little_us131plastercr1_small.jpg https://historicbridges.org/michigan/131plaster/little_us131plastercr1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/131plaster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.924970,-85.682130
3450 US-136 East Fork Coal Creek Bridge An unaltered representative example of a late concrete arch bridge located on a U.S. highway. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.091120 -87.103530 US-136 East Fork Coal Creek Rural Fountain County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1937 0 Unknown 5 5 45 13.72 94.8 28.9 28 8.53 https://historicbridges.org/indiana/us136/little_dscf4866_small.jpg https://historicbridges.org/indiana/us136/little_dscf4853.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/us136/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.091120,-87.103530
3451 US-522 Main Street Bridge This unique bridge combines the technology of a Wichert truss with a plate girder. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Wichert deck truss, fixed. The bridge was primarily built by George B. Hazelwood of Cumberland, Maryland. The bridge was primarily designed by Maryland State Roads Commission. 39.700040 -78.186890 US-522 Little Tonoloway Creek, MD-144 (Main Street) and Limestone Road Hancock Washington County, Maryland Maryland United States Metal Wichert Pin-Connected Deck Truss Fixed 0 4 0 0 1937 1980 George B. Hazelwood of Cumberland, Maryland Maryland State Roads Commission 8 9 160 48.77 586 178.61 24 7.32 https://historicbridges.org/maryland/522_main/little_p1210382_small.jpg https://historicbridges.org/maryland/522_main/little_p1210382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/522_main/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.700040,-78.186890
3454 Upton Avenue Railroad Bridge This railroad bridge is skewed and has latticework on its supports. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.320320 -85.203860 Railroad (Canadian National) Upton Avenue Battle Creek Calhoun County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 2 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/other/uptonrr/bcbkg06_small.jpg https://historicbridges.org/other/uptonrr/bcphotos033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/uptonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.320320,-85.203860
3456 Utz Road Bridge TR-419 Bridge While small and not particularly attractive, this bridge is a rare historic bridge built to an unusual patented design. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Evrett S. Sherman of Galena, Ohio. 39.817550 -84.492070 Utz Road (TR-419) Rapes Run Rural Preble County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1887 0 Unknown Evrett S. Sherman of Galena, Ohio 7 8 18 5.49 21 6.4 17 5.18 https://historicbridges.org/ohio/utz/little_pict2701_small.jpg https://historicbridges.org/ohio/utz/little_pict2701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/utz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.817550,-84.492070
3457 Valley Creek Tunnels More tunnel than bridge, this very strange set of structures carries a railroad over a road and creek. The technical description of the main or most noteworthy span of the bridge is a stone arch, fixed. The bridge was primarily built by Unknown. 40.004640 -75.665290 Railroad (Pennsylvania Railroad) Valley Creek Road and Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Arch Fixed 0 3 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/valleycreekrd/little_valleycreedroad007_small.jpg https://historicbridges.org/pennsylvania/valleycreekrd/little_valleycreedroad007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/valleycreekrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.004640,-75.665290
3458 Valley Crossroad Bridge This beautiful bridge is an outstanding and extremely rare example of its builder. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. 41.860680 -78.439720 Valley Crossroad (Farmers Valley Road, TR-385) Potato Creek Rural McKean County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1888 0 Variety Iron Works of Cleveland, Ohio 8 8 144 43.89 146 44.5 15.7 4.79 https://historicbridges.org/pennsylvania/valleycrossroad/little_p1420694_small.jpg https://historicbridges.org/pennsylvania/valleycrossroad/little_p1420694.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/valleycrossroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.860680,-78.439720
3459 Valley Drive Bridge Silver Bridge This extremely beautiful and ornate bridge looks like a bridge from Europe but and is one of the only examples of its kind in the United States.. The technical description of the main or most noteworthy span of the bridge is a 83.6 ft (25.48 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. 41.073270 -80.688980 Valley Drive Mill Creek Youngstown Mahoning County, Ohio Ohio United States Metal Eyebar Chain Suspension Fixed 0 1 0 0 1895 2007 Youngstown Bridge Company of Youngstown, Ohio 9 9 83.6 25.48 92.5 28.19 20 6.1 https://historicbridges.org/ohio/youngstown/little_dscf0549_small.jpg https://historicbridges.org/ohio/youngstown/little_dscf0549.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/youngstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.073270,-80.688980
3460 Valley Road Bridge This bridge is the longest multi-span bridge with a jack-arch deck in the county. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by George Dole of Wilmington, Delaware. The bridge was primarily designed by Nathan R. Rambo. 39.818300 -75.837140 Valley Road (Willow Street) Middle Branch White Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1914 0 George Dole of Wilmington, Delaware Nathan R. Rambo 5 5 27 8.23 67 20.42 18 5.49 https://historicbridges.org/pennsylvania/bridge248puseyabbatior/little_puseyabbatior_num248001_small.jpg https://historicbridges.org/pennsylvania/bridge248puseyabbatior/little_puseyabbatior_num248001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge248puseyabbatior/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.818300,-75.837140
3461 Valley Road Railroad Overpass Lukens Spur Bridge This is a multi-girder type beam bridge on concrete piers, and it has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.973440 -75.847630 Railroad (Lukens Spur) Valley Road (PA-372) Coatesville Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/lukensspur/little_lukensspuroverrt372001_small.jpg https://historicbridges.org/pennsylvania/lukensspur/little_lukensspuroverrt372001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lukensspur/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.973440,-75.847630
3463 Valley Station Road Bridge An altered example of this areas unusually large population of multi-span pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.704230 -74.987340 Valley Station Road (Shurts Road) Musconetcong River Rural Hunterdon County, New Jersey and Warren County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 2 0 0 1901 2005 Unknown 6 4 58 17.68 117 35.66 15.5 4.72 https://historicbridges.org/newjersey/valleyroad/little_pict4835_small.jpg https://historicbridges.org/newjersey/valleyroad/little_pict4835.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/valleyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.704230,-74.987340
3464 Valley Way Road Bridge This is a small but attractive bridge that is easilly visible and part of a historic district. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 40.148570 -75.738580 Valley Way Road (TR-407) South Branch French Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1913 0 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 6 25 7.62 30.8 9.39 17.4 5.3 https://historicbridges.org/pennsylvania/chester246warwickfurnace/little_bridge24610_small.jpg https://historicbridges.org/pennsylvania/chester246warwickfurnace/little_bridge24610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester246warwickfurnace/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.148570,-75.738580
3465 Vallonia Bridge Jackson County Bridge 193 This bridge is a rare, multi-span example of its type with unusual truss details as well. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 38.853960 -86.109430 CR-375 West (Old Alignment) East Fork White River Rural Jackson County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 2 0 0 1887 0 Indiana Bridge Company of Muncie, Indiana 8 8 123 37.49 250 76.2 16 4.88 https://historicbridges.org/indiana/vallonia/little_dscf7184_small.jpg https://historicbridges.org/indiana/vallonia/little_dscf7184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vallonia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.853960,-86.109430
3467 Van Buren Street Bridge One of a number of remaining similarly-designed bascule bridges in Chicago. The technical description of the main or most noteworthy span of the bridge is a 210.3 ft (64.1 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.876750 -87.637470 Van Buren Street South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1956 0 Overland Construction Company of Chicago, Illinois City of Chicago 5 4 210.3 64.1 267 81.38 44 13.41 https://historicbridges.org/illinois/vanburen/little_dscf3679_small.jpg https://historicbridges.org/illinois/vanburen/little_dscf3679.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/vanburen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.876750,-87.637470
3468 Van Buren Street Bridge Although heavilly reconstructed and rendered non-structural, this arch remains an extremely rare example of a Melan arch. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Concrete-Steel Engineering Company of New York, New York. 39.755670 -75.551630 Van Buren Street Brandywine Creek and Canal Wilmington New Castle County, Delaware Delaware United States Concrete Closed Spandrel Deck Arch Fixed 0 8 0 0 1906 1998 Unknown Concrete-Steel Engineering Company of New York, New York 7 7 64 19.51 353.7 107.81 24 7.32 https://historicbridges.org/delaware/vanburen/little_dscf1904_small.jpg https://historicbridges.org/delaware/vanburen/little_dscf1904.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/vanburen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.755670,-75.551630
3469 Van Buren Street Bridge This small and attractive Warren pony truss is Kalamazoo County's last remaining truss bridge and has been preserved. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 42.336250 -85.350650 Van Buren Street Augusta Creek Canal Augusta Kalamazoo County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1907 2006 Elkhart Bridge and Iron Company of Elkhart, Indiana 4 8 28 8.53 30.8 9.39 15 4.57 https://historicbridges.org/truss/augusta/little_pict1368_small.jpg https://historicbridges.org/truss/augusta/little_pict1368.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/augusta/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336250,-85.350650
3470 Van Buren Street Pedestrian Bridge This attractive bridge allows pedestrians to cross over the railroad line that runs through and under the park. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) deck girder, fixed. The bridge was primarily built by Unknown. 41.877030 -87.622680 Grant Park Walkway Railroad (Metra Electric District, NICTD South Shore Line, Former Illinois Central) Chicago Cook County, Illinois Illinois United States Metal (Concrete Encased) Deck Girder Fixed 0 3 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/illinois/vanburenped/little_dscf3095_small.jpg https://historicbridges.org/illinois/vanburenped/little_dscf3095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/vanburenped/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.877030,-87.622680
3472 Vandergrift Bridge Rudy Minarcin Bridge This attractive bridge continures to welcome visitors into Vandergrift. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.606200 -79.560780 Third Street (Dime Road, Farragut Avenue, PA-56, and PA-66 Alt) Kiskiminetas River Vandergrift Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 2 1933 1988 McClintic-Marshall Company of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 6 6 310 94.49 497 151.49 32.2 9.81 https://historicbridges.org/pennsylvania/vandergrift/bkg_swpenn0693_small.jpg https://historicbridges.org/pennsylvania/vandergrift/swpenn071142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/vandergrift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.606200,-79.560780
3473 Van Voast Avenue Bridge This uncommon riveted pedestrian truss bridge was preserved. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.105920 -84.477870 Van Voast Avenue Walkway Railroad (CSX) Bellevue Campbell County, Kentucky Kentucky United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 2003 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/kentucky/vanvoast/little_026_small.jpg https://historicbridges.org/kentucky/vanvoast/little_026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/vanvoast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.105920,-84.477870
3475 Vaughn Avenue Railroad Overpass NP Bridge Number 0.41 This is an interesting plate girder overpass on account of the steel bent supports and approach spans. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal through girder, fixed. The bridge was primarily built by Unknown. 46.586780 -90.885850 Railroad (Rail-Trail) Vaughn Avenue (5th Avenue) Ashland Ashland County, Wisconsin Wisconsin United States Metal Through Girder Fixed 0 1 0 4 1897 1935 Unknown 2 5 45 13.72 99 30.18 0 0 https://historicbridges.org/wisconsin/vaughn/img_0625_small.jpg https://historicbridges.org/wisconsin/vaughn/IMG_0622.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/vaughn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.586780,-90.885850
3477 Ventre De Beuf Drain Bridge This is the last remaining concrete girder bridge in Macomb County. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete through girder, fixed. The bridge was primarily built by Macomb County Road Commission. The bridge was primarily designed by Michigan State Highway Department. 42.573420 -82.821140 Jefferson Avenue Ventre De Beuf Drain Harrison Township Macomb County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1923 0 Macomb County Road Commission Michigan State Highway Department 4 7 32.8 10 34.8 10.61 23 7.01 https://historicbridges.org/michigan/jeffersonaventre/bkg_07photos113_small.jpg https://historicbridges.org/michigan/jeffersonaventre/07photos331.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeffersonaventre/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.573420,-82.821140
3478 Vera Cruz Bridge This impressive and noteworthy bridge has been abandoned next to a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 40.698600 -85.082970 Abandoned IN-301 Alignment Wabash River Vera Cruz Wells County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 0 0 1887 0 Indiana Bridge Company of Muncie, Indiana 8 8 150 45.72 0 0 0 0 https://historicbridges.org/indiana/veracruz/little_veracruz1912_small.jpg https://historicbridges.org/indiana/veracruz/little_brg_0449.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/veracruz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.698600,-85.082970
3479 Vermontville Bridge A good example of a continuous stringer bridge built in the mid-20th Century. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Fry Construction Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.611630 -85.024870 Ionia Road Thornapple River Vermontville Eaton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 0 0 1957 0 Fry Construction Company of Lansing, Michigan Michigan State Highway Department 1 2 44 13.41 112 34.14 23 7.01 https://historicbridges.org/michigan/ionia_thornapple/little_ioniardthornappler11_small.jpg https://historicbridges.org/michigan/ionia_thornapple/little_ioniardthornappler11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ionia_thornapple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.611630,-85.024870
3481 Verne Road Fairchild Creek Bridge A long-abandoned pony truss with good historic integrity, however is on unsound abutments. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.263350 -84.041590 Verne Road Fairchild Creek Rural Saginaw County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1923 0 Unknown 6 6 60 18.29 63 19.2 17.4 5.3 https://historicbridges.org/michigan/vernefairchild/little_dscf8757_small.jpg https://historicbridges.org/michigan/vernefairchild/little_dscf8726.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/vernefairchild/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.263350,-84.041590
3483 Vernon Fork Bridge Decatur County Bridge 106 This unaltered stone arch bridge stands out among other area arch bridges for the size of its arches. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) stone Semicircular deck arch, fixed. The bridge was primarily built by James W. Craig. 39.208470 -85.414980 CR-820 South (Millhousen Road) Vernon Fork Muscatatuck River Rural Decatur County, Indiana and Ripley County, Indiana Indiana United States Stone Semicircular Deck Arch Fixed 0 3 0 0 1892 0 James W. Craig 7 8 32.2 9.81 102 31.09 17.4 5.3 https://historicbridges.org/indiana/vernonforkbridge/little_vernonforkbridge3902_small.jpg https://historicbridges.org/indiana/vernonforkbridge/little_vernonforkbridge3902.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vernonforkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.208470,-85.414980
3484 Vernon Railroad Bridge A small skewed through plate girder on an abandoned railroad. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 42.938974 -84.036435 Railroad (Abandoned Tuscola and Saginaw Bay) Holly Drain Vernon Shiawassee County, Michigan Michigan United States Metal Through Girder Fixed 0 0 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/other/vernon/little_img_0057_small.jpg https://historicbridges.org/other/vernon/little_img_0057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/vernon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.938974,-84.036435
3485 ! Vernon Railroad Bridge Pin-connected railroad truss bridges like this one are becoming increasingly rare. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 38.984960 -85.603930 Railroad (Norfolk Southern, Former Madison Railroad) Vernon Fork Muscatatuck River Vernon Jennings County, Indiana Indiana United States Metal Pratt Pin-Connected Deck Truss Fixed 8 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/indiana/vernonrrdecktruss/little_vernonrrdecktruss4496_small.jpg https://historicbridges.org/indiana/vernonrrdecktruss/little_vernonrrdecktruss4496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/vernonrrdecktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.984960,-85.603930
3486 Vernon Railroad Overpass Pike Street Bridge This small stone arch bridge with brick arch ring is the oldest known bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 38.986470 -85.609130 Railroad (Norfolk Southern, Former Madison Railroad) Pike Street Vernon Jennings County, Indiana Indiana United States Stone and Brick Elliptical Deck Arch Fixed 0 1 0 0 1837 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/indiana/pikestreetrrarch/little_pikestreetrrarch4455_small.jpg https://historicbridges.org/indiana/pikestreetrrarch/little_pikestreetrrarch4455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/pikestreetrrarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.986470,-85.609130
3487 Verona Road Bridge This skewed curved t-beam showcases the skew well along with the illusions created from it. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.297640 -85.032850 Verona Road I-94 Rural Calhoun County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1960 0 Holloway Construction Company of Livonia and Wixom, Michigan and Jarvick Construction Company Michigan State Highway Department 1 1 129 39.32 414 126.19 30 9.14 https://historicbridges.org/concrete/verona/bkg05fall19_small.jpg https://historicbridges.org/concrete/verona/05fall156.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/verona/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.297640,-85.032850
3488 Versailles Plank Road Bridge Hobuck Flats Bridge One of the few remaining bridges built by Horseheads Bridge Company, this bridge is also noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. 42.699710 -78.940490 Versailles Plank Road 18 Mile Creek Rural Erie County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 1995 Horseheads Bridge Company of Horseheads, New York 8 8 128 39.01 128 39.01 0 0 https://historicbridges.org/newyork/hobuckflats/little_img_2722_small.jpg https://historicbridges.org/newyork/hobuckflats/little_img_2722.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hobuckflats/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.699710,-78.940490
3489 Veterans Avenue Bridge This unusual bridge does not follow the state standard plan in use at the time this bridge was built. The technical description of the main or most noteworthy span of the bridge is a 139.8 ft (42.61 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 42.343056 -77.343889 Veterans Avenue Cohocton River Bath Steuben County, New York New York United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1938 1975 Unknown 5 6 139.8 42.61 141.7 43.19 20 6.1 https://historicbridges.org/newyork/bath/little_img_5511_small.jpg https://historicbridges.org/newyork/bath/little_img_5511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bath/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.343056,-77.343889
3490 Veterans Memorial Bridge This bridge is a traditional mid-20th Century bascule bridge in Michigan and also features a significant approach system.. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. 43.596310 -83.893580 M-25 Saginaw River Bay City Bay County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 6 1956 2005 American Bridge Company of New York, New York 5 6 185 56.39 854 260.3 55.8 17.01 https://historicbridges.org/michigan/baycityveterans/little_p1320484_small.jpg https://historicbridges.org/michigan/baycityveterans/little_p1320484.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/baycityveterans/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.596310,-83.893580
3491 Veterans Memorial Drive Bridge This bridge is a standard design with an unusual addition of a sidewalk. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 42.930720 -85.756220 Veterans Memorial Drive Tallman Creek Walker Kent County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 2 1 0 0 28 8.53 22 6.71 https://historicbridges.org/michigan/vetmemdrive/little_vetmemdrtallmancr6_small.jpg https://historicbridges.org/michigan/vetmemdrive/little_vetmemdrtallmancr6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/vetmemdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.930720,-85.756220
3492 ! Victoria Bridge Ridout Street Bridge An attractive two-span pony truss with a visible skew. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Modified Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 42.976680 -81.251000 Ridout Street South Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Modified Warren Rivet-Connected Pony Truss Fixed 7 2 0 0 1926 1956 Hamilton Bridge Company of Hamilton, Ontario 6 6 126 38.4 258 78.64 31 9.45 https://historicbridges.org/truss/ridout/little_pict6929_small.jpg https://historicbridges.org/truss/ridout/little_pict6929.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/ridout/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976680,-81.251000
3493 Victoria Avenue Bridge This beautiful overpass is the only known example of a stone faced rigid frame overpass in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. 43.096380 -79.072860 Victoria Avenue KH-420 (Roberts Street) Niagara Falls Niagara Region, Ontario Ontario Canada Concrete (Stone Faced) Rigid-Frame Fixed 0 1 0 0 1941 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/kh420victoriaavenue/little_kh420victoriaavenue0455_small.jpg https://historicbridges.org/ontario/kh420victoriaavenue/little_kh420victoriaavenue0455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh420victoriaavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.096380,-79.072860
3494 Victoria Avenue Bridge End Posts A heritage bridge was demolished and replaced here in 2010, and today only the stone end posts from 1906 remain. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.189870 -79.395010 Victoria Avenue Wine Creek Lincoln Niagara Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 2010 0 Unknown 0 0 0 0 0 0 0 0 https://historicbridges.org/ontario/victoriaavenuelincoln/little_victoriaavenuelincoln0327_small.jpg https://historicbridges.org/ontario/victoriaavenuelincoln/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/victoriaavenuelincoln/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189870,-79.395010
3495 Victoria Park Bridge This ornate bridge is centerpiece for a city park and is a truly unique heritage bridge without equal in Canada. The technical description of the main or most noteworthy span of the bridge is a metal cantilever pin-connected through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. 43.447120 -80.497200 Pedestrian Walkway Victoria Park Lake Kitchener Waterloo Region, Ontario Ontario Canada Metal Pin-Connected Through Truss Fixed 0 Cantilever 3 0 0 1896 0 Central Bridge and Engineering Company of Peterborough, Ontario William H. Law of Peterborough, Ontario 9 9 0 0 0 0 0 0 https://historicbridges.org/ontario/victoriapark/little_p1550797_small.jpg https://historicbridges.org/ontario/victoriapark/little_p1550797.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/victoriapark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.447120,-80.497200
3496 Vienna Street Bridge An extremely old trunk line bridge, this arch bridge was widened with stringers. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.177380 -83.732370 Vienna Street (M-57) Pine Run Clio Genesee County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 1960 Unknown 2 3 30 9.14 30 9.14 46 14.02 https://historicbridges.org/michigan/clio/little_pict7535_small.jpg https://historicbridges.org/michigan/clio/little_pict7535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/clio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.177380,-83.732370
3497 ! Vigo Bridge This attractive and well-built heritage bridge has been targeted for demolition by Simcoe County! The technical description of the main or most noteworthy span of the bridge is a 148.3 ft (45.2 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.481110 -79.931760 Flos Road 4 Nottawasaga River Rural Simcoe County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1911 1980 Hamilton Bridge Company of Hamilton, Ontario 7 7 148.3 45.2 148.3 45.2 15.1 4.6 https://historicbridges.org/ontario/vigo/little_p1560954_small.jpg https://historicbridges.org/ontario/vigo/little_p1560954.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/vigo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.481110,-79.931760
3498 Village Street Bridge Webster Road Bridge This is a well-maintained arch bridge The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Sanders Contracting Company of Portland, Maine. 44.032320 -70.103630 Village Street (Webster Road) Sabbatus River Lisbon Androscoggin County, Maine Maine United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1913 1987 Sanders Contracting Company of Portland, Maine 4 6 67 20.42 140 42.67 28.2 8.6 https://historicbridges.org/maine/lisbon/little_p1500027_small.jpg https://historicbridges.org/maine/lisbon/little_p1500027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lisbon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.032320,-70.103630
3499 Vineland Research and Innovation Centre Bridge This is an old bridge that was built as a concrete arch with a stone facing as well as stone railings. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.189150 -79.395910 Vineland Research and Innovation Centre Drive Wine Creek Lincoln Niagara Region, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/vinelandresearchandinnovationcentre/little_vinelandresearchandinnovationcentre0358_small.jpg https://historicbridges.org/ontario/vinelandresearchandinnovationcentre/little_vinelandresearchandinnovationcentre0358.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/vinelandresearchandinnovationcentre/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189150,-79.395910
3500 Virgil Gilman Trail Fox River Bridge Elgin, Jolilet and Eastern Bridge 420 This two span railroad truss bridge has two unusual diagonal member replacements. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 41.744390 -88.327500 Railroad (Virgil Gilman Rail-Trail) Fox River Aurora Kane County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 5 2 0 0 1897 0 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 7 7 130 39.62 260 79.25 0 0 https://historicbridges.org/illinois/aurorarrbridgesouth/little_p1450500_small.jpg https://historicbridges.org/illinois/aurorarrbridgesouth/little_p1450500.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/aurorarrbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.744390,-88.327500
3501 Virgil Gilman Trail River Street Bridge Elgin, Jolilet and Eastern Bridge 420 This is an intact railroad plate girder overpass sitting on stone abutments. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.745220 -88.329520 Railroad (Virgil Gilman Rail-Trail) River Street Aurora Kane County, Illinois Illinois United States Metal Through Girder Fixed 0 1 0 0 1926 0 American Bridge Company of New York, New York 2 2 0 0 0 0 0 0 https://historicbridges.org/illinois/riverstreetrroverpasssouth/little_p1450675_small.jpg https://historicbridges.org/illinois/riverstreetrroverpasssouth/little_p1450675.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/riverstreetrroverpasssouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.745220,-88.329520
3502 Volunteer Bridge This railroad bridge was preseved but an opportunity to also preserve an adjacent historic pony truss was thrown away. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.865260 -88.116570 Railroad (Rail-Trail - Illinois Prairie Path) Railroad (Metra Union Pacific West and Union Pacific) Wheaton DuPage County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1902 0 King Bridge Company of Cleveland, Ohio 6 7 159 48.46 0 0 13.9 4.24 https://historicbridges.org/illinois/wheaton/little_p1290627_small.jpg https://historicbridges.org/illinois/wheaton/little_p1290627.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wheaton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.865260,-88.116570
3503 Vreeland Road Bridge This concrete arch was widened by adding a three span concrete slab structure to one side. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.111820 -83.222490 Vreeland Road Blakely Drain Woodhaven Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 1956 Unknown 5 6 55.8 17.01 55.8 17.01 37 11.28 https://historicbridges.org/michigan/vreeland/little_p1370432_small.jpg https://historicbridges.org/michigan/vreeland/little_p1370432.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/vreeland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.111820,-83.222490
3504 Wabash Avenue Bridge Irv Kupcinet Bridge An excellent early example of one of Chicago's unusual deck truss bascule bridges. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal rivet-connected Pratt railing height truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887970 -87.626950 Wabash Avenue Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1930 2003 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 7 269 81.99 345.2 105.22 57 17.37 https://historicbridges.org/truss/wabash/little_dscf3258_small.jpg https://historicbridges.org/truss/wabash/little_addchi_brg_6358_59_60vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wabash/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887970,-87.626950
3505 Wabash Cannonball Bridge Stangle Bridge, Purple Head Bridge This unique bridge is a railroad bridge converted for vehicular use, and has three different construction dates for its variety of spans. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware and King Bridge Company of Cleveland, Ohio. 38.605130 -87.627300 TR-257 (Wabash Cannonball Road) Wabash River St. Francisville Lawrence County, Illinois and Knox County, Indiana Illinois and Indiana United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 0 16 1897 1924 Edge Moor Bridge Works of Wilmington, Delaware and King Bridge Company of Cleveland, Ohio 8 8 235 71.63 1441 439.22 0 0 https://historicbridges.org/indiana/wabashcannonball/little_dscf5615_small.jpg https://historicbridges.org/indiana/wabashcannonball/little_dscf5615.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashcannonball/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.605130,-87.627300
3508 Waco Railroad Bridge East One of two historic railroad bridges sitting side by side, this was built by a prolific and noteworthy bridge company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 31.559300 -97.123360 Railroad Brazos River Waco McLennan County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 3 Metal Through Girder Fixed 0 3 1906 0 King Bridge Company of Cleveland, Ohio 7 7 0 0 0 0 0 0 https://historicbridges.org/texas/rr2/little_pict9522_small.jpg https://historicbridges.org/texas/rr2/little_pict9522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.559300,-97.123360
3509 Waco Railroad Bridge West One of two historic railroad bridges sitting side by side, this is an impressive Parker truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 31.559770 -97.124330 Railroad Brazos River Waco McLennan County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 7 3 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/texas/rr1/little_pict9498_small.jpg https://historicbridges.org/texas/rr1/little_pict9498.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.559770,-97.124330
3511 Wacousta Road Bridge This is an unaltered example of a typical mid-20th century bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Fry Construction Company of Lansing, Michigan. 42.823060 -84.700830 Wacousta Road Looking Glass River Wacousta Clinton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 0 Fry Construction Company of Lansing, Michigan 1 2 43 13.11 86 26.21 24 7.32 https://historicbridges.org/michigan/wacousta/little_dscf4859_small.jpg https://historicbridges.org/michigan/wacousta/little_dscf4859.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wacousta/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.823060,-84.700830
3517 Walden-Bluff's Edge Bridge This is the largest of three extremely unusual and attractive historic steel arch bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. H. Gray. Special note about bridge location: Public vehicular access up to this bridge is from the south. The bridge is open to pedestrian traffic only. 42.235340 -87.816270 Bluffs Edge Drive McCormick Ravine Lake Forest Lake County, Illinois Illinois United States Public vehicular access up to this bridge is from the south. The bridge is open to pedestrian traffic only. Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 0 0 1901 1998 Unknown J. H. Gray 8 8 140 42.67 0 0 16.4 5 https://historicbridges.org/illinois/waldenbluffsedge/little_waldenbluffsedgebridge2191_small.jpg https://historicbridges.org/illinois/waldenbluffsedge/little_waldenbluffsedgebridge2191.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/waldenbluffsedge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.235340,-87.816270
3518 Walden Lane East Bridge This is the smallest of three extremely unusual and attractive historic steel arch bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 42.232910 -87.820510 Walden Lane Ravine Lake Forest Lake County, Illinois Illinois United States Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 0 0 1914 1995 Unknown 7 6 49 14.94 61 18.59 17 5.18 https://historicbridges.org/illinois/waldenlaneeast/little_waldenlaneeast2020_small.jpg https://historicbridges.org/illinois/waldenlaneeast/little_waldenlaneeast2020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/waldenlaneeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.232910,-87.820510
3519 Walden Lane West Bridge One of three extremely unusual and attractive historic steel arch bridges in this area, this bridge is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 42.233090 -87.821530 Walden Lane Ravine Lake Forest Lake County, Illinois Illinois United States Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 0 0 1914 1995 Unknown 7 8 85 25.91 118 35.97 17 5.18 https://historicbridges.org/illinois/waldenlanewest/little_waldenlanewest2112_small.jpg https://historicbridges.org/illinois/waldenlanewest/little_waldenlanewest2112.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/waldenlanewest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.233090,-87.821530
3521 Walhachin Bridge This bridge is significant for its integrity and association with noteworthy engineering and construction firms. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Winnipeg, Manitoba. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 50.764538 -121.032064 Riverview Drive Thompson River Rural Thompson-Nicola District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Through Truss Fixed 9 2 Wood Stringer (Multi-Beam) Fixed 0 3 1911 0 Algoma Steel Bridge Company of Winnipeg, Manitoba Waddell and Harrington of Kansas City, Missouri 7 7 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/walhachin/little_4957743621_6b762b752fwalhachinthompsonriverbridge_o_small.jpg https://historicbridges.org/britishcolumbia/walhachin/little_4957743621_6b762b752fwalhachinthompsonriverbridge_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/walhachin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.764538,-121.032064
3522 Walker Bridge This bridge appears to be from an old alignment of nearby State Road. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.112860 -85.683820 Private Drive Pine River Rural Lake County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/walker/little_2011august003_small.jpg https://historicbridges.org/michigan/walker/little_2011august003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/walker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.112860,-85.683820
3523 ! Walker Hill Road Bridge This unaltered riveted truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.968000 -80.446850 Walker Hill Road (TR-342) Owens Run Rural Greene County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 4 1 0 0 1911 0 Unknown 6 5 54 16.46 57 17.37 13.8 4.21 https://historicbridges.org/pennsylvania/walkerhill/little_walkerhill0093_small.jpg https://historicbridges.org/pennsylvania/walkerhill/little_walkerhill0093.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/walkerhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.968000,-80.446850
3524 Walker Road Bridge This unusual bridge appears to have been built from a railroad flatcar, something that is not unheard of. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 46.088940 -87.626850 Walker Road North Branch Ford River Rural Dickinson County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1957 1997 Unknown 5 5 49 14.94 52.2 15.91 9.8 2.99 https://historicbridges.org/michigan/walkerroad/little_walkerroad_0487_small.jpg https://historicbridges.org/michigan/walkerroad/little_walkerroad_0487.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/walkerroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.088940,-87.626850
3525 Walker Street Bridge A short pony truss provides an attractive railroad grade separation. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.640870 -71.330540 Walker Street Railroad (Boston and Maine) Lowell Middlesex County, Massachusetts Massachusetts United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1910 1994 Boston Bridge Works of Boston, Massachusetts 5 5 57 17.37 64 19.51 23 7.01 https://historicbridges.org/massachusetts/walker/main_small.jpg https://historicbridges.org/massachusetts/walker/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/walker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.640870,-71.330540
3526 Wall Street Bridge One of three lenticular truss bridges in Homer, this is the only one still serving vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). 42.637060 -76.176620 Wall Street West Branch Tioughnioga River Homer Cortland County, New York New York United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 1878 1988 Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) 9 9 57.7 17.59 58.7 17.89 10.5 3.2 https://historicbridges.org/newyork/wall/bkg_newyork618_small.jpg https://historicbridges.org/newyork/wall/newyork1830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wall/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.637060,-76.176620
3527 Wallace Avenue Foot Bridge This rare riveted pony truss foot bridge has some unusual configurations due to a skewed design. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 43.660490 -79.453430 Wallace Avenue (Pedestrian Walkway) Railroad (Go, Canadian National) Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 7 3 0 0 1907 0 Ontario Bridge Company of Toronto, Ontario 7 7 85 25.91 0 0 0 0 https://historicbridges.org/ontario/wallaceavenue/little_wallaceavenue0470_small.jpg https://historicbridges.org/ontario/wallaceavenue/little_wallaceavenue0470.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallaceavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.660490,-79.453430
3528 Cooks Crossing Bridge Wallace Road Bridge A rare pony example of the Penn Bridge Company's unusual end post connection detail. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.863840 -80.426380 Wallace Road North Fork Little Beaver Creek Rural Lawrence County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 7 1 0 0 1892 0 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 80 24.38 88 26.82 14.8 4.51 https://historicbridges.org/pennsylvania/wallace/bkg_swpenn1444_small.jpg https://historicbridges.org/pennsylvania/wallace/swpenn070428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wallace/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.863840,-80.426380
3530 Wallaceburg Railway Bridge This is a former Chesapeake and Ohio line, and the bridge is a rare example of a plate girder swing bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 42.589030 -82.393150 Railroad (CSX) Sydenham River Wallaceburg Chatham-Kent Region, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 6 7 200 60.96 275 83.82 0 0 https://historicbridges.org/ontario/wallaceburg/little_pict2809_small.jpg https://historicbridges.org/ontario/wallaceburg/little_pict2809.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallaceburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.589030,-82.393150
3531 Walnut Grove Bridge This is a late example of a heel-trunnion bascule bridge, but it retains many of the details of earlier examples. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by Consolidated Western Steel Corporation of Los Angeles, California. 38.242140 -121.514960 Walnut Grove Crossing Sacramento River Walnut Grove Sacramento County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Heel Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 6 1951 0 Consolidated Western Steel Corporation of Los Angeles, California 6 5 226 68.88 302 92.05 24 7.32 https://historicbridges.org/california/walnutgrove/little_day2_walnutgrove02109_small.jpg https://historicbridges.org/california/walnutgrove/little_day2_walnutgrove02109.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/walnutgrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.242140,-121.514960
3538 Wampum Road Bridge Willow Grove Mahoning Bridge, Old SR-18 Bridge This is an unusual example of a state standard Parker truss bridge with a heavy skew. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.961100 -80.380650 Wampum Road (Old PA-18) Mahoning River Rural Lawrence County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1930 0 Unknown Pennsylvania State Highway Department 6 6 257 78.33 369 112.47 30.2 9.2 https://historicbridges.org/pennsylvania/old18/little_pict9158_small.jpg https://historicbridges.org/pennsylvania/old18/little_pict9158.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/old18/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.961100,-80.380650
3540 Wardell Bridge Old Iron Bridge A beautiful, traditional through truss bridge has had a hard life but is still functioning today. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.349470 -89.822110 CR-216 Little River Wardell Pemiscot County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 1 0 0 Unknown 6 7 100 30.48 133 40.54 11.2 3.41 https://historicbridges.org/missouri/wardell/little_wardell_pemiscotcountymo_8894_small.jpg https://historicbridges.org/missouri/wardell/little_wardell_pemiscotcountymo_8894.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/wardell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.349470,-89.822110
3541 Worden Road Bridge This bridge consists of two slightly different pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by F. W. Sage of Rochester, New York. 43.856390 -75.930560 Worden Road Sandy Creek Rural Jefferson County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 5 2 0 0 1910 1942 F. W. Sage of Rochester, New York 6 6 68 20.73 130 39.62 11.2 3.41 https://historicbridges.org/newyork/worden/little_worden0164_small.jpg https://historicbridges.org/newyork/worden/little_worden0164.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/worden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.856390,-75.930560
3542 Warren Road Hines Drive Bridge Warren Avenue Hines Drive Bridge One of the youngest rigid frame overpass bridges crossing historic Hines Drive. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete rigid-frame, fixed. The bridge was primarily built by Sugden and Sivier. 42.341730 -83.263190 Warren Road (Warren Avenue) Hines Drive Dearborn Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 1 0 0 1957 0 Sugden and Sivier 2 2 66 20.12 73.8 22.49 59.7 18.2 https://historicbridges.org/michigan/warren/little_p1370715_small.jpg https://historicbridges.org/michigan/warren/little_p1370715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/warren/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.341730,-83.263190
3543 ! Warsaw Road Bridge 27 Parkhill Road Bridge This is an excellent surviving example of a plate girder swing bridge on the Trent-Severn Waterway. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. 44.319860 -78.303620 Parkhill Road (Warsaw Road) Trent-Severn Waterway Peterborough Peterborough County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1897 0 Central Bridge and Engineering Company of Peterborough, Ontario 7 6 0 0 0 0 0 0 https://historicbridges.org/ontario/peterboroughwarsawparkhillbridge27/little_p1590149_small.jpg https://historicbridges.org/ontario/peterboroughwarsawparkhillbridge27/little_p1590149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/peterboroughwarsawparkhillbridge27/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.319860,-78.303620
3545 Warwick Furnace Road Bridge This bridge is one of a few bridges in the county built by an interesting local builder. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.155020 -75.713850 Warwick Furnace Road South Branch French Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1889 1987 John Denithorne and Sons of Phoenixville, Pennsylvania 6 7 55 16.76 58 17.68 15 4.57 https://historicbridges.org/pennsylvania/chester199knauers/little_bridges085_small.jpg https://historicbridges.org/pennsylvania/chester199knauers/little_bridges085.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester199knauers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.155020,-75.713850
3546 Washington Crossing Bridge This is a long, multi-span example of a threatened historic bridge type. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 40.295240 -74.868180 General Washington Memorial Boulevard Delaware River Washington Crossing Mercer County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 6 0 0 1904 1994 Unknown 8 7 143 43.59 877 267.31 15 4.57 https://historicbridges.org/newjersey/washingtoncrossing/little_pict5578_small.jpg https://historicbridges.org/newjersey/washingtoncrossing/little_pict5587.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/washingtoncrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.295240,-74.868180
3547 Washington Avenue Bridge Iowa Bridge Number 27000 One of three attractive and historic concrete arch bridges in Iowa Falls. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Welden Brothers Construction Company of Iowa Falls, Iowa. 42.519620 -93.270580 Washington Avenue (Old US-20) Iowa River Iowa Falls Hardin County, Iowa Iowa United States Concrete Open Spandrel Deck Arch Fixed 0 2 Concrete Deck Girder Fixed 0 1 1934 0 Welden Brothers Construction Company of Iowa Falls, Iowa 6 5 173 52.73 380 115.82 24 7.32 https://historicbridges.org/iowa/washington/little_dscf6038_small.jpg https://historicbridges.org/iowa/washington/little_dscf6038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/washington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.519620,-93.270580
3551 Washington Boulevard Bridge An impressive example of the early pony truss bascule design. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.883210 -87.638110 Washington Boulevard South Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1913 0 Strobel Steel Construction Company of Chicago, Illinois City of Chicago 8 7 197 60.05 303.5 92.51 36 10.97 https://historicbridges.org/illinois/washington/little_p1300685_small.jpg https://historicbridges.org/illinois/washington/little_washingtonboulevard_6559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/washington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.883210,-87.638110
3552 Washington Avenue Bridge The Waco Steel Bridge One of the largest spanning, most beautiful, complete, and important truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 450.2 ft (137.22 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by John H. Sparks of St. Joseph, Missouri. 31.561190 -97.128780 Washington Avenue (Elm Street) Brazos River Waco McLennan County, Texas Texas United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 1 Metal Deck Girder Fixed 0 2 1901 2009 John H. Sparks of St. Joseph, Missouri 8 8 450.2 137.22 567 172.82 21.7 6.61 https://historicbridges.org/texas/washington/little_PICT9322_small.jpg https://historicbridges.org/texas/washington/collage.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/washington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.561190,-97.128780
3553 Washington Avenue Bridge The truss webs and overhead bracing of this historic bridge were salvaged and placed as decorations on a replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) arch, fixed. The bridge was primarily built by Unknown. 44.985410 -93.273760 Washington Avenue Railroad (BNSF) and Cedar Lake Trail Minneapolis Hennepin County, Minnesota Minnesota United States Arch Fixed 0 1 0 0 1891 0 Unknown 7 7 97 29.57 109 33.22 68 20.73 https://historicbridges.org/minnesota/washingtonave/little_washingtonave4447_small.jpg https://historicbridges.org/minnesota/washingtonave/little_washingtonave4447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/washingtonave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.985410,-93.273760
3555 Washington Park Bridge CR-102 MN-22 Bridge This extremely early example of a pin-connected Pratt truss is the oldest highway Pratt truss in the state. The technical description of the main or most noteworthy span of the bridge is a 115.8 ft (35.3 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: To access this bridge, drive straight down the park road and stop near where it dead ends. Walk back behind the building in the grass and follow the treeline until you reach the bridge. 44.266360 -93.898300 Pedestrian Walkway Shanaska Creek Rural Le Sueur County, Minnesota Minnesota United States To access this bridge, drive straight down the park road and stop near where it dead ends. Walk back behind the building in the grass and follow the treeline until you reach the bridge. Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1875 0 Unknown 9 9 115.8 35.3 118.8 36.21 16 4.88 https://historicbridges.org/minnesota/washingtonpark/little_washingtonpark2449_small.jpg https://historicbridges.org/minnesota/washingtonpark/little_washingtonpark2449.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/washingtonpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.266360,-93.898300
3557 ! Washington Street Bridge This 1920s lattice guardrail beam bridge is open to traffic and is in great condition. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.338070 -85.350550 Washington Street Augusta Creek Canal Augusta Kalamazoo County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1921 0 Unknown 2 4 28 8.53 30.8 9.39 18 5.49 https://historicbridges.org/beam/augusta/bridge043_small.jpg https://historicbridges.org/beam/augusta/PICT2159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/augusta/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.338070,-85.350550
3558 Washington Street Bridge This beautiful, rare three span rigid-frame bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete rigid-frame, fixed. The bridge was primarily built by C. Fiske Campbell. 39.431550 -75.235620 Washington Street Cohansey River Bridgeton Cumberland County, New Jersey New Jersey United States Concrete Rigid-Frame Fixed 0 3 0 0 1941 1997 C. Fiske Campbell 6 6 70 21.34 131 39.93 29 8.84 https://historicbridges.org/newjersey/washingtonstreet/little_washingtonstreet007_small.jpg https://historicbridges.org/newjersey/washingtonstreet/little_washingtonstreet007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/washingtonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.431550,-75.235620
3559 Washington Street Bridge Nationally significant, this is one of the longest remaining of this extremely rare and beautiful type of bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.092430 -75.914720 Washington Street Susquehanna River Binghamton Broome County, New York New York United States Metal Lenticular Pin-Connected Through Truss Fixed 9 3 0 0 1886 1992 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 160 48.77 480 146.3 0 0 https://historicbridges.org/newyork/binghamton/portal_small.jpg https://historicbridges.org/newyork/binghamton/newyork1338.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/binghamton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.092430,-75.914720
3560 Wasser Road Bridge This bridge is a concrete encased plate girder that had its encasement removed. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. 41.370460 -80.399020 Wasser Road (PA-4003) Shenango River Rural Mercer County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Through Girder Fixed 0 2 0 0 1914 1949 Unknown 2 2 89 27.13 182 55.47 17.4 5.3 https://historicbridges.org/pennsylvania/wasser/little_img_9420_small.jpg https://historicbridges.org/pennsylvania/wasser/little_img_9420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wasser/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.370460,-80.399020
3561 Wassum Bridge A small example of a riveted half hip pony truss, in a county with relatively few remaining truss bridges. The technical description of the main or most noteworthy span of the bridge is a 36.1 ft (11 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 41.123540 -79.946690 Watson Road (TR-439) North Branch Slippery Rock Creek Rural Butler County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Penn Bridge Company of Beaver Falls, Pennsylvania 5 5 36.1 11 38 11.58 15.7 4.79 https://historicbridges.org/pennsylvania/watson/little_dscf9592_small.jpg https://historicbridges.org/pennsylvania/watson/little_dscf9592.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/watson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.123540,-79.946690
3563 Waterloo Road Bridge This is an early, unaltered, and skewed example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Nathan R. Rambo. 40.022750 -75.421610 Waterloo Road (PA-2021) Darby Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1908 0 Unknown Nathan R. Rambo 6 7 50 15.24 51.8 15.79 19.7 6 https://historicbridges.org/pennsylvania/bridge162waterloomill/little_bridge162waterloomill002_small.jpg https://historicbridges.org/pennsylvania/bridge162waterloomill/little_bridge162waterloomill002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge162waterloomill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.022750,-75.421610
3564 ! Watermark Road Bridge This plaque girder is an excellent representative example of its type and very nice looking to and carries very light traffic. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Nathan R. Rambo. 39.847160 -75.987470 Watermark Road Muddy Run Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1915 0 American Bridge Company of New York, New York Nathan R. Rambo 4 6 51.8 15.79 54 16.46 17.7 5.39 https://historicbridges.org/pennsylvania/watermark/little_2010_1127watermark_bridge0090_small.jpg https://historicbridges.org/pennsylvania/watermark/little_2010_1127watermark_bridge0090.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/watermark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.847160,-75.987470
3566 Waterville- Winslow Railroad Bridge This railroad bridge has three through truss spans with a deck plate girder in the middle. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.548700 -69.626840 Railroad (Maine Central) Kennebec River Waterville Kennebec County, Maine Maine United States Metal Warren Rivet-Connected Through Truss Fixed 8 3 Metal Deck Girder Fixed 0 1 0 0 American Bridge Company of New York, New York 6 6 0 0 0 0 0 0 https://historicbridges.org/maine/watervillerr/little_p1520666_small.jpg https://historicbridges.org/maine/watervillerr/little_p1520666.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/watervillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.548700,-69.626840
3567 Water Street Railroad Bridge This traditional example of a Baltimore railroad truss is one of several historic bridges remaining in Holyoke. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 42.195430 -72.605080 Railroad (Abandoned) 3rd Level Canal Holyoke Hampden County, Massachusetts Massachusetts United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/holyokerr1/little_pict8100_small.jpg https://historicbridges.org/massachusetts/holyokerr1/little_pict8100.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/holyokerr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.195430,-72.605080
3569 Water Street Bridge This is a very old example of a plate girder swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 44.325510 -76.159290 Water Street Gananoque River Gananoque Leeds and Grenville United Counties, Ontario Ontario Canada Metal Through Girder Movable: Swing Rim Bearing Center Pier 0 1 0 0 1894 2013 Unknown 6 7 0 0 118 35.97 0 0 https://historicbridges.org/ontario/gananoquewaterstreet/little_gananoquewaterstreet3621_small.jpg https://historicbridges.org/ontario/gananoquewaterstreet/little_gananoquewaterstreet3621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gananoquewaterstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.325510,-76.159290
3570 Water Street Bridge Mendota Road Bridge This is a tiny, but unaltered example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 10.2 ft (3.11 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 44.924830 -93.111900 Water Street Pickerel Lake Outlet Rural Ramsey County, Minnesota Minnesota United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1894 0 Unknown 5 6 10.2 3.11 0 0 19 5.79 https://historicbridges.org/minnesota/waterstreet/little_waterstreet1267_small.jpg https://historicbridges.org/minnesota/waterstreet/little_waterstreet1267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/waterstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.924830,-93.111900
3571 Water Street Bridge Delaware County Bridge 701 This bridge is a steel beam bridge noted for its attractive railings and abutments. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.297760 -85.237120 Water Street Halfway Creek Albany Delaware County, Indiana Indiana United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1952 0 Unknown 2 4 57 17.37 60 18.29 24 7.32 https://historicbridges.org/indiana/waterstreetalbany/little_waterstreetalbany2335_small.jpg https://historicbridges.org/indiana/waterstreetalbany/little_waterstreetalbany2335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/waterstreetalbany/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.297760,-85.237120
3572 Water Street Bridge One of three lenticular truss bridges in Homer, this one comes in a two-span configuration. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Unknown. 42.638370 -76.176400 Water Street West Branch Tioughnioga River Homer Cortland County, New York New York United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 2 0 0 0 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/newyork/water/bkg_newyork626_small.jpg https://historicbridges.org/newyork/water/newyork1857.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/water/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.638370,-76.176400
3573 Water Street Bridge Fire Fighters' Memorial Bridge This long, multi-span example of a pin-connected truss bridge is about to be demolished. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 41.324360 -75.792940 Water Street Susquehanna River Pittston Luzerne County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 10 5 0 0 1914 1984 Penn Bridge Company of Beaver Falls, Pennsylvania 7 8 202 61.57 1016 309.68 21 6.4 https://historicbridges.org/pennsylvania/pittston/little_img_2663_small.jpg https://historicbridges.org/pennsylvania/pittston/little_img_2663.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pittston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.324360,-75.792940
3576 ! Watmaugh Road Bridge Hopke Bridge Despite its decent physical condition, widespread local preservation support, and previous preservation work, this unusual pony truss bridge is to be demolished! The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by W. L. Proctor of Santa Rosa, California. The bridge was primarily designed by E. A. Peugh of Santa Rosa, California. 38.265760 -122.467260 Watmaugh Road Sonoma Creek Rural Sonoma County, California California United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 Concrete T-Beam Fixed 0 2 1929 0 W. L. Proctor of Santa Rosa, California E. A. Peugh of Santa Rosa, California 5 7 103 31.39 170 51.82 22.3 6.8 https://historicbridges.org/california/watmaugh/little_day5_watmaughroadbridge07366_small.jpg https://historicbridges.org/california/watmaugh/little_day5_watmaughroadbridge07366.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/watmaugh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.265760,-122.467260
3577 Watson Mill Road Bridge One of several bridges in Chester County that combine traditional stone technology with period reinforced concrete and steel stringer technology. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Crossan Construction Company of Philadelphia and Brownsville, Pennsylvania. 39.767380 -75.758670 Watson Mill Road Broad Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1915 0 Crossan Construction Company of Philadelphia and Brownsville, Pennsylvania 1 2 30 9.14 33 10.06 17.7 5.39 https://historicbridges.org/pennsylvania/bridge263watsons/little_bridge2631_small.jpg https://historicbridges.org/pennsylvania/bridge263watsons/little_bridge2631.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge263watsons/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.767380,-75.758670
3579 Waverly Railroad Bridge This classic Baltimore truss sits in front of a picturesque background of hills. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 39.107470 -82.975340 Railroad (Norfolk Southern) Scioto River Near Waverly Pike County, Ohio Ohio United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 3 0 0 1910 0 Unknown 6 6 155 47.24 2200 670.56 0 0 https://historicbridges.org/ohio/waverlyrr/07march0461_small.jpg https://historicbridges.org/ohio/waverlyrr/07march0456.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/waverlyrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.107470,-82.975340
3580 Waverly Road Bridge This relatively long Michigan stringer bridge was widened in 1966. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) metal stringer (multi-beam), fixed. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. 42.753300 -84.602880 Waverly Road Grand River Lansing Ingham County, Michigan and Eaton County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 5 0 0 1940 1965 W. J. Storen Company of Detroit, Michigan 1 5 55.8 17.01 283.8 86.5 44 13.41 https://historicbridges.org/michigan/waverly/little_waverlyadd_img_20220412_141718_small.jpg https://historicbridges.org/michigan/waverly/little_waverlyadd_img_20220412_141718.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/waverly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.753300,-84.602880
3582 Wayne Road Bridge This two span rigid frame bridge crosses both a highway and a river. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 42.358540 -83.386490 Wayne Road Hines Drive and Middle River Rouge Livonia Wayne County, Michigan Michigan United States Concrete Rigid-Frame Fixed 0 Continuous 2 0 0 1947 0 Unknown 2 2 66 20.12 140.8 42.92 48 14.63 https://historicbridges.org/michigan/wayne/little_p1370769_small.jpg https://historicbridges.org/michigan/wayne/little_p1370769.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wayne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.358540,-83.386490
3585 Weaver Road Bridge This is an unusual small-scale steel through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.228100 -76.132730 Weaver Road Cocalico Creek Denver Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 1986 Unknown 4 4 44 13.41 47 14.33 21 6.4 https://historicbridges.org/pennsylvania/weaverroad/little_weaverroad004_small.jpg https://historicbridges.org/pennsylvania/weaverroad/little_weaverroad004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/weaverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.228100,-76.132730
3586 Weaverland Bridge Quarry Road Bridge An exceedingly rare, or perhaps unique example of a braced through concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete Rainbow through arch, fixed. The bridge was primarily built by John T. Brubaker. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. 40.137790 -76.059530 Quarry Road Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rainbow Through Arch Fixed 0 1 Concrete T-Beam Fixed 0 1 1916 0 John T. Brubaker Frank H. Shaw of Lancaster, Pennstlvania 9 9 56 17.07 79 24.08 17 5.18 https://historicbridges.org/pennsylvania/quarry/little_dscf1023_small.jpg https://historicbridges.org/pennsylvania/quarry/little_dscf1023.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.137790,-76.059530
3587 L Webberville Road Bridge This is a traditionally composed and unaltered 1950s steel stringer with the more uncommon metal posts in the railing system. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Fry Construction Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.681520 -84.189560 Webberville Road Red Cedar River Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 1 0 0 1955 0 Fry Construction Company of Lansing, Michigan Michigan State Highway Department 1 2 50 15.24 120 36.58 24 7.32 https://historicbridges.org/michigan/webberville/little_p1470124_small.jpg https://historicbridges.org/michigan/webberville/little_p1470124.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/webberville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.681520,-84.189560
3588 Webster Avenue Bridge Among the northernmost of the Chicago bascule bridges, this one is also an older example. The technical description of the main or most noteworthy span of the bridge is a 189 ft (57.61 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.921600 -87.667910 Webster Avenue North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1916 1993 Ketler-Elliott Company of Chicago, Illinois City of Chicago 7 6 189 57.61 287 87.48 36 10.97 https://historicbridges.org/illinois/webster/little_dscf3344_small.jpg https://historicbridges.org/illinois/webster/little_dscf3344.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/webster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.921600,-87.667910
3589 Webster's Falls Bridge Cobblestone Bridge Located right by a beautiful waterfall, this stone faced heritage bridge built on the site of a 1905 dam contributes its own beauty also. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.276390 -79.981400 Pedestrian Walkway Spencer Creek West Flamborough Hamilton City, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1938 2000 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/websterfallsarch/little_websterfallsarch0648_small.jpg https://historicbridges.org/ontario/websterfallsarch/little_websterfallsarch0631.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/websterfallsarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.276390,-79.981400
3590 Webster's Falls Girder Bridge This narrow pedestrian footbridge has an attractive stone facing that conceals a utilitarian steel girder structure. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.276370 -79.982090 Pedestrian Walkway Spencer Creek West Flamborough Hamilton City, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 1953 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/ontario/websterfallsgirder/little_websterfallsgirder0727_small.jpg https://historicbridges.org/ontario/websterfallsgirder/little_websterfallsgirder0727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/websterfallsgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.276370,-79.982090
3591 Webster's Falls Rigid-Frame Bridge This is one of three old bridges to be found in the Webster's Falls Park area. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.275670 -79.981870 Residential Access Drive Spencer Creek Tributary West Flamborough Hamilton City, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1953 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/ontario/websterfallsrigidframe/little_websterfallsrigidframe0748_small.jpg https://historicbridges.org/ontario/websterfallsrigidframe/little_websterfallsrigidframe0748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/websterfallsrigidframe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.275670,-79.981870
3592 Webster Road Railroad Overpass One of a group of similar railroad over highway bridges in the county associated with a significant project. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. 42.510833 -83.165278 Railroad (Canadian National) Webster Road Royal Oak Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 2 0 2 1930 0 A. Guthrie and Company of St. Paul, Minnesota 2 5 30 9.14 82 24.99 0 0 https://historicbridges.org/michigan/oakland_webster/little_pict2184_small.jpg https://historicbridges.org/michigan/oakland_webster/little_pict2184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/oakland_webster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.510833,-83.165278
3593 Weigners Bridge A good representative example of a small through plate girder. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Schuylkill Construction Company. The bridge was primarily designed by Charles F. Sanders. 40.425460 -75.553120 Tollgate Road (PA-1022) Perkiomen Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1909 0 Schuylkill Construction Company Charles F. Sanders 4 3 60 18.29 62 18.9 17 5.18 https://historicbridges.org/pennsylvania/weigners/little_hpim3047_small.jpg https://historicbridges.org/pennsylvania/weigners/little_hpim3047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/weigners/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425460,-75.553120
3594 Welland Canal Canadian National Railway Bridge Welland Canal Bridge #6 This bridge looks like somewhat like a double leaf bascule bridge but it is actually two single leaf bascule spans. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Canadian Vickers Limited of Montreal, Quebec. 43.137790 -79.192280 Railroad (Canadian National) Welland Canal St. Catharines Niagara Region, Ontario Ontario Canada Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 2 Metal Deck Girder Fixed 0 2 1923 0 Canadian Vickers Limited of Montreal, Quebec 6 7 0 0 405 123.44 0 0 https://historicbridges.org/ontario/wellandcanalcnrrbridge/little_wellandcanalcnrrbridge0783_small.jpg https://historicbridges.org/ontario/wellandcanalcnrrbridge/little_wellandcanalcnrrbridge0783.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellandcanalcnrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137790,-79.192280
3596 Welland Railway Bridge Welland Canal Bridge #15 An rare example of a Baltimore truss railroad swing bridge, crossing an section of canal that is today cut off south of this bridge. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Baltimore through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 42.976940 -79.255920 Railroad (Canada Southern Railway) Welland Recreational Waterway Welland Niagara Region, Ontario Ontario Canada Metal Baltimore Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 2 1910 0 Unknown 7 7 260 79.25 370 112.78 0 0 https://historicbridges.org/truss/wellandrr/NiFull66_small.jpg https://historicbridges.org/truss/wellandrr/PICT7142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wellandrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976940,-79.255920
3599 Old Wells Street Bridge Allen County Bridge 541 One of the most ornate truss bridges in the nation, and also featuring complex truss design, this bridge is an artistic masterpiece without compare! The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. The bridge was primarily designed by William H. Goshorn and Alvin John Stewart. 41.082810 -85.144080 Wells Street (Old Alignment) St. Marys River Fort Wayne Allen County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 15 1 0 0 1884 1982 Wrought Iron Bridge Company of Canton, Ohio William H. Goshorn and Alvin John Stewart 9 10 180 54.86 180 54.86 23 7.01 https://historicbridges.org/truss/oldwells/little_wellsstreet1518_small.jpg https://historicbridges.org/truss/oldwells/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/oldwells/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.082810,-85.144080
3601 Wesler Road Bridge Whitewater Avenue Bridge (TR-103 Bridge) The longest and newest of a handful of Champion Bridge Company of Wilmington, Ohio bridges built in the 1950s/60s in Preble County. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.860550 -84.797960 Wesler Road (Whitewater Avenue, TR-103) Whitewater Creek New Paris Preble County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1964 2006 Champion Bridge Company of Wilmington, Ohio 4 3 87 26.52 94.2 28.71 20.3 6.19 https://historicbridges.org/ohio/wesler/little_pict2182_small.jpg https://historicbridges.org/ohio/wesler/little_pict2182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wesler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.860550,-84.797960
3602 West Auburn Bridge Iowa Bridge Number 153270 A rare truss type is an early example of work done by a noteworthy regional bridge builder. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Horace E. Horton of Minneapolis, Minnesota. 43.016210 -91.878660 Neon Road Turkey River Rural Fayette County, Iowa Iowa United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 1 0 0 1881 0 Horace E. Horton of Minneapolis, Minnesota 8 8 165 50.29 181 55.17 15.7 4.79 https://historicbridges.org/iowa/westauburn/little_img_1537_small.jpg https://historicbridges.org/iowa/westauburn/little_img_1537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/westauburn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.016210,-91.878660
3604 West Bridge Street Bridge One of two similar closed plate girder bridges in Parkesburg. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.958410 -75.926230 West Bridge Street Railroad (Amtrak and Norfolk Southern) Parkesburg Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 4 0 0 1903 1954 Unknown 6 6 46 14.02 172 52.43 19 5.79 https://historicbridges.org/pennsylvania/parkesburgwbridgest/little_parkesburgwbridgest006_small.jpg https://historicbridges.org/pennsylvania/parkesburgwbridgest/little_parkesburgwbridgest006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parkesburgwbridgest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.958410,-75.926230
3605 West Buxton Bridge One of three very rare and unusual continuous through truss bridges in Maine. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. 43.666250 -70.603010 West Buxton Road (Moderation Street) Saco River Hollis and Buxton York County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 Continuous 1 Metal Stringer (Multi-Beam) Fixed 0 1 1937 1988 Harris Structural Steel Company of New York, New York 8 8 234 71.32 607 185.01 22 6.71 https://historicbridges.org/maine/westbuxton/little_p1500601_small.jpg https://historicbridges.org/maine/westbuxton/little_p1500601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/westbuxton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.666250,-70.603010
3606 West CA-120 To South I-5 Ramp Bridge Mossdale Highway Bridge This bridge is an unusual example of a fixed trunnion bascule bridge with an overhead counterweight and trunnion. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Judson Pacific Murphy Company. 37.785650 -121.306650 West CA-120 To South I-5 Ramp San Joaquin River Mossdale San Joaquin County, California California United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Fixed Trunnion 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 Continuous 4 1948 0 Judson Pacific Murphy Company 6 6 130 39.62 583 177.7 27 8.23 https://historicbridges.org/california/i5rampsanjoaquinriver/little_day2_i5rampsanjoaquinriver01524_small.jpg https://historicbridges.org/california/i5rampsanjoaquinriver/little_day2_i5rampsanjoaquinriver01524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/i5rampsanjoaquinriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.785650,-121.306650
3607 West Chester Bypass Railroad Overpass Attractive abutment design makes this abandoned plate girder overpass look more interesting. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.981190 -75.589830 Railroad (Abandoned West Chester Railroad) West Chester Bypass (US-322) West Chester Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/westchesterrailroadrt322bypass/little_rt322bypass015_small.jpg https://historicbridges.org/pennsylvania/westchesterrailroadrt322bypass/little_rt322bypass015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westchesterrailroadrt322bypass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.981190,-75.589830
3609 West Portage Avenue Bridge One of two identical arch bridges in Sault Ste Marie. The technical description of the main or most noteworthy span of the bridge is a 264.8 ft (80.71 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 46.498230 -84.363910 West Portage Avenue (I-75 BS) Power Canal Sault Ste. Marie Chippewa County, Michigan Michigan United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 0 0 1970 1987 American Bridge Company of New York, New York 1 3 264.8 80.71 264.8 80.71 45 13.72 https://historicbridges.org/michigan/westportage/little_westportageavenue0540_small.jpg https://historicbridges.org/michigan/westportage/little_westportageavenue0540.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/westportage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.498230,-84.363910
3612 Eight Track Bridge Western Avenue Railroad Bridges 'Scissors Bridges' These four side-by-side single leaf bascule bridges are among the most unusual bridges in Cook County. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.837120 -87.687510 Railroad (Various) Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 2 1909 0 Chicago Bridge and Iron Works of Chicago, Illinois Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 9 140 42.67 140 42.67 0 0 https://historicbridges.org/illinois/westernrr/little_p1190549_small.jpg https://historicbridges.org/illinois/westernrr/little_p1190549.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.837120,-87.687510
3613 Western Avenue Calumet Sag Channel Railroad Bridges A pair of similar bridges, one a single track bridge and the other a double track bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.652090 -87.680750 Railroad (Metra Rock Island District) Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/illinois/westernsagrr/little_p1180347_small.jpg https://historicbridges.org/illinois/westernsagrr/little_p1180347.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernsagrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652090,-87.680750
3615 Western Avenue Calumet Sag Channel Bridge This is a very wide example of a truss bridge with two truss lines. The technical description of the main or most noteworthy span of the bridge is a 245.7 ft (74.89 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 41.652090 -87.679930 Western Avenue Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 10 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 13 1966 0 Unknown Sverdrup and Parcel of St. Louis, Missouri 4 3 245.7 74.89 1123 342.29 53.2 16.22 https://historicbridges.org/illinois/westernsag/little_p1190140_small.jpg https://historicbridges.org/illinois/westernsag/little_p1190140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernsag/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652090,-87.679930
3616 West Grand Boulevard Railroad Overpass The oldest dated concrete bridge in Michigan and the only one with Melan reinforcing, this bridge has a decorative stone veneer. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Thomas J. Kennedy. The bridge was primarily designed by W. H. Ashwell and Company. 42.327380 -83.092530 Railroad (Norfolk Southern, Former Michigan Central Railway) West Grand Boulevard Detroit Wayne County, Michigan Michigan United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1896 0 Thomas J. Kennedy W. H. Ashwell and Company 9 10 50 15.24 55.8 17.01 0 0 https://historicbridges.org/michigan/westgrand/bkg_rroverpass06_small.jpg https://historicbridges.org/michigan/westgrand/little_zimg2022_20220529_105836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/westgrand/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.327380,-83.092530
3618 West Newton Bridge This bridge forms a spectacular gateway into a small town, and is a treasure that should be preserved. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 40.210970 -79.769240 Main Street (PA-136) Youghiogheny River West Newton Westmoreland County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 8 3 0 0 1907 1984 Unknown 7 8 160 48.77 490.2 149.41 23 7.01 https://historicbridges.org/pennsylvania/westnewton/bkg_swpenn0873_small.jpg https://historicbridges.org/pennsylvania/westnewton/swpenn071695.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westnewton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210970,-79.769240
3620 West Point Railroad Bridge Atlanta and West Point Railroad Bridge An attractive multi-span railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 32.879840 -85.179160 Railroad (CSX) Chattahoochee River West Point Troup County, Georgia Georgia United States Metal Pratt Rivet-Connected Through Truss Fixed 7 5 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/georgia/westpoint/little_dsc_8870_small.jpg https://historicbridges.org/georgia/westpoint/little_dsc_8870.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/westpoint/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.879840,-85.179160
3621 West Rocks Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. 41.145500 -73.417450 West Rocks Road Merritt Parkway (CT-15) Norwalk Fairfield County, Connecticut Connecticut United States Metal Rigid-Frame Fixed 0 1 0 0 1938 1988 Paul Bacco Construction Company of Stamford, Connecticut 6 6 75 22.86 90 27.43 27.6 8.41 https://historicbridges.org/connecticut/westrocks/little_img_2207_small.jpg https://historicbridges.org/connecticut/westrocks/little_img_2206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/westrocks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.145500,-73.417450
3622 Westside Road Bridge This multi-span pony truss has an added sidewalk and replaced piers. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Judson Pacific Company of San Francisco, California. 38.604460 -122.882450 Westside Road Dry Creek Rural Sonoma County, California California United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 4 0 0 1934 0 Judson Pacific Company of San Francisco, California 6 5 80 24.38 330 100.58 24 7.32 https://historicbridges.org/california/westsideroad/little_day5_westsideroad07437_small.jpg https://historicbridges.org/california/westsideroad/little_day5_westsideroad07437.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/westsideroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.604460,-122.882450
3623 Westleigh Road Bridges This is a pair of bridges with some interesting architectural details and the names of their former railroad lines on them. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.232210 -87.831910 Railroad (Metra Union Pacific North) and Robert McClory Bike Path Westleigh Road Lake Forest Lake County, Illinois Illinois United States Metal Deck Girder Fixed 0 1 0 0 1942 0 American Bridge Company of New York, New York 3 3 53.2 16.22 104 31.7 0 0 https://historicbridges.org/illinois/westleighrroverpass/little_sheridanrroverpass1967_small.jpg https://historicbridges.org/illinois/westleighrroverpass/little_sheridanrroverpass1967.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westleighrroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.232210,-87.831910
3625 Westtown Station Bridge This is an attractive small stone arch bridge in good condition. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) stone Segmental deck arch, fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.931580 -75.550780 Street Road (PA-926) Chester Creek Branch Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1911 0 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 6 5 36 10.97 38 11.58 20.7 6.31 https://historicbridges.org/pennsylvania/bridge148westtownstation/little_bridge148004_small.jpg https://historicbridges.org/pennsylvania/bridge148westtownstation/little_bridge148004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge148westtownstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.931580,-75.550780
3626 ! Wheeler Avenue Bridge Prospect Street Bridge This attractive bridge would be a great candidate for reuse as part of a pedestrian trail. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.495850 -89.030720 Wheeler Avenue (Prospect Street) Turtle Creek South Beloit Winnebago County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 138 42.06 140 42.67 17.7 5.39 https://historicbridges.org/illinois/prospectstreetwheelerave/little_prospectstreetwheelerave0111_small.jpg https://historicbridges.org/illinois/prospectstreetwheelerave/little_prospectstreetwheelerave0111.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/prospectstreetwheelerave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.495850,-89.030720
3627 Wheeling and Lake Erie Railroad Bridge This bridge is worth visiting just to see the ore conveyor it is located near to. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Unknown. 41.469850 -81.669020 Railroad (Wheeling and Lake Erie) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift 9 1 0 0 1954 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ohio/wheelingandlakeerie/bkg_cleveland160_small.jpg https://historicbridges.org/ohio/wheelingandlakeerie/cleveland0302.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wheelingandlakeerie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.469850,-81.669020
3628 Wheeling Pittsburgh Steel Company Railroad Bridge Labelle Iron Works Bridge This giant railroad bridge is easily viewable from the Market Street Bridge. The technical description of the main or most noteworthy span of the bridge is a 660 ft (201.17 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Albert Lucius of New York, New York. 40.347460 -80.611420 Railroad (Wheeling Pittsburgh Steel Company) Ohio River Steubenville, Ohio and Coketown, West Virginia Jefferson County, Ohio and Brooke County, West Virginia Ohio and West Virginia United States Metal Baltimore Rivet-Connected Through Truss Fixed 22 Cantilever 3 Metal Deck Girder Fixed 0 0 1917 0 American Bridge Company of New York, New York Albert Lucius of New York, New York 8 8 660 201.17 0 0 0 0 https://historicbridges.org/ohio/steubenvillerr/bkg_oPICT0302_small.jpg https://historicbridges.org/ohio/steubenvillerr/oPICT0302.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/steubenvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.347460,-80.611420
3630 Wheeling Suspension Bridge This is the most significant pre-Civil War bridge in the United States! The technical description of the main or most noteworthy span of the bridge is a 949 ft (289.26 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Charles Ellet. 40.070210 -80.726870 10th Street / Virginia Street (WV-251) Ohio River Wheeling Ohio County, West Virginia West Virginia United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1849 1999 Charles Ellet 10 10 949 289.26 1307 398.37 20 6.1 https://historicbridges.org/wvirginia/wheeling/little_pict2830_small.jpg https://historicbridges.org/wvirginia/wheeling/little_pict2830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheeling/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.070210,-80.726870
3631 Wheelock Parkway Bridge Converted for trail use, this bridge is otherwise a good unaltered example of a 1930s railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.989870 -93.083080 Railroad (Gateway Trail Rail-Trail) Wheelock Parkway St. Paul Ramsey County, Minnesota Minnesota United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 Concrete Slab Fixed 0 2 1938 0 Unknown 2 2 40 12.19 62.3 18.99 0 0 https://historicbridges.org/minnesota/wheelockpkygatewaytrail/little_wheelockparkwaygatewaytrailoverpass4044_small.jpg https://historicbridges.org/minnesota/wheelockpkygatewaytrail/little_wheelockparkwaygatewaytrailoverpass4044.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/wheelockpkygatewaytrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.989870,-93.083080
3632 Whirlpool Rapids Bridge Lower Arch Bridge A nationally significant monumental late 1800s deck arch bridge compliments the river valley quite well. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Leffert L. Buck. 43.109270 -79.058270 Whirlpool Bridge Niagara River Niagara Falls Niagara Region, Ontario and Niagara County, New York Ontario and New York Canada and United States Metal Solid Ribbed Spandrel Braced Two-Hinged Deck Arch Fixed 16 1 Metal Pratt Pin-Connected Through Truss Fixed 6 2 1897 1918 Pennsylvania Steel Company of Steelton, Pennsylvania Leffert L. Buck 9 10 550 167.64 789.7 240.7 26 7.92 https://historicbridges.org/truss/whirlpool/little_p1410278_small.jpg https://historicbridges.org/truss/whirlpool/little_p1410278.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/whirlpool/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.109270,-79.058270
3634 Whisnand Ford Bridge Robertson Ford Bridge This bridge looks to have been abandoned for eons, and some of the bridge has been scrapped out. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.151940 -86.410550 Abandoned Road Stephens Creek Rural Monroe County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 0 0 1890 1930 Wrought Iron Bridge Company of Canton, Ohio 7 7 95 28.96 95 28.96 0 0 https://historicbridges.org/indiana/monroeabandoned/little_img_2769_small.jpg https://historicbridges.org/indiana/monroeabandoned/little_img_2769.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/monroeabandoned/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.151940,-86.410550
3637 Whites Ridge Road Bridge With a bizzare and unique truss configuration this is among the oldest and most important bridges in the region. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Hammond through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.897580 -80.197940 Whites Ridge Road Bridge (TR-515) Tenmile Creek Near Waynesburg Greene County, Pennsylvania Pennsylvania United States Metal Hammond Pin-Connected Through Truss Fixed 7 1 0 0 1877 0 Massillon Bridge Company of Massillon, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/whitesridge/little_dscf6062_small.jpg https://historicbridges.org/pennsylvania/whitesridge/little_dscf6062.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whitesridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.897580,-80.197940
3638 White Oak Road Bridge An attractive 1930s county-designed truss bridge in Lancaster County. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.145700 -76.077760 White Oak Road Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1937 0 Unknown 6 6 102 31.09 103 31.39 20 6.1 https://historicbridges.org/pennsylvania/whiteoakroad/little_whiteoakroad030_small.jpg https://historicbridges.org/pennsylvania/whiteoakroad/little_whiteoakroad030.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whiteoakroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.145700,-76.077760
3639 Whitebread Line Drain Bridge Appearing to be a very old unaltered example a bridge with this railing design, this is a small rigid-frame on a scenic route. The technical description of the main or most noteworthy span of the bridge is a 26.2 ft (7.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.631530 -82.482850 St. Clair Parkway (CR-33) Whitebread Drain St. Clair Township Lambton County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1934 0 Unknown 3 3 26.2 7.99 36.7 11.19 29.8 9.08 https://historicbridges.org/ontario/whitebread/little_brg_9707_small.jpg https://historicbridges.org/ontario/whitebread/little_brg_9707.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/whitebread/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.631530,-82.482850
3640 Whitehall - Montague Railroad Bridge This bridge has one span that is an unusual variable depth plate girder, suggesting it may have once been a swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.414200 -86.351120 Railroad (Rail-Trail) White River Whitehall Muskegon County, Michigan Michigan United States Metal Deck Girder Fixed 0 0 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/whitehallwhiteriver/little_whitehallrrwhiter1_small.jpg https://historicbridges.org/michigan/whitehallwhiteriver/little_whitehallrrwhiter1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/whitehallwhiteriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414200,-86.351120
3641 Whitewater River Railroad Bridge A good example of early 20th century railroad truss bridge construction, this is a three span bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 39.166320 -84.788050 Railroad (Central Railroad of Indiana) Whitewater River Rural Hamilton County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 3 0 0 1913 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/whitewater/little_pict1153_small.jpg https://historicbridges.org/ohio/whitewater/little_pict1153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/whitewater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.166320,-84.788050
3643 Whiting Park Bridge This tiny concrete arch bridge is an attractive and historic structure of Whiting Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.682920 -87.488880 Central Walkway Shallow Depression Whiting Lake County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/indiana/whitingpark/little_whitingpark1084_small.jpg https://historicbridges.org/indiana/whitingpark/little_whitingpark1084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whitingpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.682920,-87.488880
3644 Whitmore Lake Road Bridge An unusual merger of late 1950s style meeting the slab era of pre-stressed concrete. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by L. W. Edison Company. The bridge was primarily designed by Michigan State Highway Department. 42.441190 -83.757100 Whitmore Lake Road Railroad (Abandoned Canadian National) Rural Livingston County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 3 0 0 1960 0 L. W. Edison Company Michigan State Highway Department 1 2 45 13.72 137.8 42 26 7.92 https://historicbridges.org/beam/whitmore/Whitmore6_small.jpg https://historicbridges.org/beam/whitmore/Whitmore6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/whitmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.441190,-83.757100
3645 White Oak Shade Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete rigid-frame, fixed. The bridge was primarily built by M. A. Gammino Construction Company of Providence, Rhode Island. 41.123140 -73.473680 White Oak Shade Road Merritt Parkway (CT-15) Norwalk Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 1991 M. A. Gammino Construction Company of Providence, Rhode Island 6 6 68 20.73 78 23.77 30 9.14 https://historicbridges.org/connecticut/whiteoakshade/little_img_2188_small.jpg https://historicbridges.org/connecticut/whiteoakshade/little_img_2188.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/whiteoakshade/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.123140,-73.473680
3647 WI-101 Bridge This bridge is a regionally uncommon example of a metal truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.853380 -88.350750 WI-101 Pine River Rural Florence County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1939 1980 Unknown 5 6 90 27.43 94.5 28.8 26 7.92 https://historicbridges.org/wisconsin/wi101pineriverwisconsin/little_wi101pineriverwisconsin_2035_small.jpg https://historicbridges.org/wisconsin/wi101pineriverwisconsin/little_wi101pineriverwisconsin_2035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wi101pineriverwisconsin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.853380,-88.350750
3648 Wight Island Bridge This bridge has been preserved and is the only way to get to tiny Wight Island today. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. 44.394620 -77.872190 Wight Island Road Trent River (Trent-Severn Waterway) Trent River Northumberland County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1912 1991 Dickson Bridge Works Company of Campbellford, Ontario 7 7 105 32 105 32 0 0 https://historicbridges.org/ontario/wightisland/little_p1580764_small.jpg https://historicbridges.org/ontario/wightisland/little_p1580764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wightisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.394620,-77.872190
3649 ! Wightman Road Bridge Shaws Landing Bridge A beautiful bridge associated with an important bridge company. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.539720 -80.105280 Wightman Road (Stopp Road, TR-620) Conneaut Outlet Rural Crawford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1897 1994 King Bridge Company of Cleveland, Ohio 7 7 77 23.47 80 24.38 13 3.96 https://historicbridges.org/truss/shaws/little_pict6535_small.jpg https://historicbridges.org/truss/shaws/little_pict6535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/shaws/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.539720,-80.105280
3650 Wilbur Dam Road Bridge With its uncommon truss configuration and varying span sizes, this is a very unusual bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by Unknown. 36.338130 -82.116740 Wilbur Dam Road Watauga River Rural Carter County, Tennessee Tennessee United States Metal Baltimore Rivet-Connected Deck Truss Fixed 0 4 0 1 1942 0 Unknown 6 7 75 22.86 377.8 115.15 20 6.1 https://historicbridges.org/tennessee/wilburdam/little_dsc_2587_small.jpg https://historicbridges.org/tennessee/wilburdam/little_dsc_2587.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/wilburdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.338130,-82.116740
3653 Wilden Avenue Bridge Oakridge Cemetery Bridge, Elkhart County Bridge 401 Originally crossing Elkhart River as a two span structure, one of the pony truss spans was appropriately moved to a cemetery when the bridge was replaced. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.595190 -85.841820 Cemetery Road Rock Run Creek Goshen Elkhart County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1928 2002 Unknown 5 6 82 24.99 82 24.99 21.6 6.58 https://historicbridges.org/truss/wilden/little_p1380758_small.jpg https://historicbridges.org/truss/wilden/little_p1380758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wilden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.595190,-85.841820
3654 Wiley Bridge This massive concrete bowstring type arch bridge is skewed and has an unusual overhead bracing arrangement as a result. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Langton and Bartho of Toronto, Ontario. 43.748820 -79.655260 Gorewood Drive (Claireville Conservation Road) Credit River Brampton Peel Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1924 0 Langton and Bartho of Toronto, Ontario 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/gorewood/little_p1590608_small.jpg https://historicbridges.org/ontario/gorewood/little_p1590608.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gorewood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.748820,-79.655260
3655 Wiley's Bridge A traditional example of a concrete t-beam bridge from the 1920s. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 39.805130 -76.008740 Street Road Leech Run Rural Chester County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1924 0 Unknown 2 2 36 10.97 38 11.58 15.4 4.69 https://historicbridges.org/pennsylvania/bridge19wileysmill/little_bridge19001_small.jpg https://historicbridges.org/pennsylvania/bridge19wileysmill/little_bridge19001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge19wileysmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.805130,-76.008740
3658 William B. Rankine Generating Station Bridge Canadian Niagara Power Bridge This stone faced concrete arch bridge was designed to look attractive in this park setting around the famous Niagara Falls. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.074820 -79.078030 Niagara Parkway William B. Rankine Generating Station Intake Niagara Falls Niagara Region, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 5 0 0 1923 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/niagarapowerbridge1/little_niagarapowerbridge10151_small.jpg https://historicbridges.org/ontario/niagarapowerbridge1/little_niagarapowerbridge10151.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/niagarapowerbridge1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.074820,-79.078030
3659 Williamsburg Bridge The largest of the three East River suspension bridges, and a nationally significant suspension bridge with an uncommon stiffening truss. The technical description of the main or most noteworthy span of the bridge is a 1600 ft (487.68 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Leffert L. Buck. 40.713626 -73.972318 Delancey Street and New York City Subway East River New York Brooklyn, New York and Manhattan, New York New York United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 53 1903 2002 American Bridge Company of New York, New York Leffert L. Buck 9 9 1600 487.68 7308 2227.48 76 23.16 https://historicbridges.org/newyork/williamsburg/little_williamsburgbridgeadd_7420_small.jpg https://historicbridges.org/newyork/williamsburg/little_williamsburgbridgeadd_7420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/williamsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.713626,-73.972318
3660 Williams Creek Railroad Bridge Two Arch Bridge An exceedingly rare American example of a uniformly curved top chord plate girder. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. 39.596200 -85.155700 Railroad (Whitewater Valley Railroad) Williams Creek Rural Fayette County, Indiana Indiana United States Metal Variable Depth Deck Girder Fixed 0 2 0 0 1917 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/indiana/williamscreekrr/little_074_small.jpg https://historicbridges.org/indiana/williamscreekrr/little_074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/williamscreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.596200,-85.155700
3661 Williams Road Bridge Shorts Bridge This unique bridge uses the rare Phoenix columns in an unusual bridge that is unlike the majority of bridges with Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Samuel P. White of Beaver Falls, Pennsylvania. 41.571111 -79.860556 Williams Road (TR-627) Sugar Creek Rural Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1884 1912 Samuel P. White of Beaver Falls, Pennsylvania 9 9 73.2 22.31 75 22.86 15 4.57 https://historicbridges.org/truss/williams/little_dscf9950_small.jpg https://historicbridges.org/truss/williams/little_dscf9950.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/williams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.571111,-79.860556
3665 ! Willow Avenue Bridge A very late example of a vertical lift truss bridge. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Engels Steel Construction Company of Alabama. The bridge was primarily designed by Trygve Hoff and Associates. 41.497690 -81.710580 Willow Street (River Road) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift 10 1 Metal Rigid-Frame Fixed 0 Tower Drive 2 1964 0 Engels Steel Construction Company of Alabama Trygve Hoff and Associates 3 4 310 94.49 350 106.68 26 7.92 https://historicbridges.org/ohio/willow/bkg_cleveland308_small.jpg https://historicbridges.org/ohio/willow/cleveland0740.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.497690,-81.710580
3666 Willow Avenue Bridge Iowa Bridge Number 86640 A standard plan Parker truss span is an example of a longer span standard plan truss bridge in Iowa. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 42.620190 -92.593800 Willow Avenue (CR-T63) West Fork Cedar River Rural Butler County, Iowa Iowa United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 4 1920 1956 Unknown 6 6 150 45.72 330 100.58 16.7 5.09 https://historicbridges.org/iowa/crt63/little_dscf6035_small.jpg https://historicbridges.org/iowa/crt63/little_dscf6035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/crt63/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.620190,-92.593800
3667 Willow Road Bridge In a county noted for its unusual arch bridges, this traditional arch bridge stands out for its lack of unusual design. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.116120 -83.356890 Willow Road Huron River Rural Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1922 1993 Unknown 5 4 109 33.22 192 58.52 25.3 7.71 https://historicbridges.org/michigan/willow/little_p1370573_small.jpg https://historicbridges.org/michigan/willow/little_p1370567_8_9_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/willow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.116120,-83.356890
3668 Willow Road Bridge This bridge is a beautiful example of a bridge with Streamline Moderne design. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete t-beam, fixed. The bridge was primarily built by Superior Concrete Construction Company. 42.101540 -87.773810 Willow Road Middle Fork of North Branch Chicago River Northfield Cook County, Illinois Illinois United States Concrete T-Beam Fixed 0 1 0 0 1941 0 Superior Concrete Construction Company 3 4 44 13.41 47 14.33 48 14.63 https://historicbridges.org/illinois/willowroad/little_willowroad2473_small.jpg https://historicbridges.org/illinois/willowroad/little_willowroad2473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/willowroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.101540,-87.773810
3669 Wilson Road Bridge This tiny stone faced bridge is an example of a bridge that looks like a stone arch but is not, a style that was a fad in the 1930s. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by R. A. Schneider. 40.316710 -79.978950 Wilson Road Lick Run Jefferson Allegheny County, Pennsylvania Pennsylvania United States Corrugated Multi-Plate Closed Spandrel Deck Arch Fixed 0 1 0 0 1935 0 Unknown R. A. Schneider 3 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/wilsonroad/little_wilsonroad0069_small.jpg https://historicbridges.org/pennsylvania/wilsonroad/little_wilsonroad0069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wilsonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.316710,-79.978950
3670 Winnetka Road Bridge This bridge is a concrete structure with a decorative stone arch facade on the sides. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) t-beam, fixed. The bridge was primarily built by Unknown. 42.094000 -87.757180 Winnetka Road Skokie River Northfield Cook County, Illinois Illinois United States Concrete (Stone Faced) T-Beam Fixed 0 1 Concrete Slab Fixed 0 2 1935 0 Unknown 4 5 20 6.1 73.2 22.31 26 7.92 https://historicbridges.org/illinois/winnetkaroad/little_winnetkaroad0004_small.jpg https://historicbridges.org/illinois/winnetkaroad/little_winnetkaroad0004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/winnetkaroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.094000,-87.757180
3672 Winters Railroad Bridge J. Robert Chapman Memorial Bridge This attractive and historic railroad truss bridge was converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.520210 -121.967540 Railroad (Rail-Trail) Putah Creek Winters Solano County, California and Yolo County, California California United States Metal Pratt Rivet-Connected Through Truss Fixed 5 3 0 0 1906 2006 Unknown 6 6 0 0 368 112.17 0 0 https://historicbridges.org/california/wintersrrbridge/little_day3_wintersbridge03951_small.jpg https://historicbridges.org/california/wintersrrbridge/little_day3_wintersbridge03951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/wintersrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.520210,-121.967540
3675 US-12 Willow Run Interchange Part of Michigan's first major limited access highway, one of two three level interchanges built to support World War II bomber production. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Michigan State Highway Department. 42.247500 -83.552220 US-12 Interchange US-12 Interchange Rural Washtenaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 5 0 0 1942 1997 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Michigan State Highway Department 5 6 88 26.82 276 84.12 51 15.54 https://historicbridges.org/michigan/willowrun1/little_p1090781_small.jpg https://historicbridges.org/michigan/willowrun1/little_p1090781.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/willowrun1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247500,-83.552220
3676 US-12 Wiard Road Interchange Part of Michigan's first major limited access highway, one of two three level interchanges built to support World War II bomber production. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal stringer (multi-beam), fixed. The bridge was primarily built by F. Yeager Bridge and Culvert Works of Port Huron, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.242470 -83.565960 US-12 Interchange US-12 Interchange Rural Washtenaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 5 0 0 1942 1997 F. Yeager Bridge and Culvert Works of Port Huron, Michigan Michigan State Highway Department 5 6 88 26.82 276 84.12 51 15.54 https://historicbridges.org/michigan/willowrun2/little_p1090831_small.jpg https://historicbridges.org/michigan/willowrun2/little_p1090831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/willowrun2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.242470,-83.565960
3678 Wilson Avenue Bridge A well-preserved deck plate girder with a center suspended span designed to allow for it to be lifted out for boats in rare circumstances. The technical description of the main or most noteworthy span of the bridge is a 99.4 ft (30.3 m) metal continuous deck girder, fixed. The bridge was primarily built by Nash-Dowdle Company of Chicago, Illinois. 41.964800 -87.697170 Wilson Avenue North Shore Channel Chicago Cook County, Illinois Illinois United States Metal Deck Girder Fixed 0 Continuous 3 0 0 1913 1993 Nash-Dowdle Company of Chicago, Illinois 6 7 99.4 30.3 210 64.01 25.3 7.71 https://historicbridges.org/illinois/wilson/little_dscf3322_small.jpg https://historicbridges.org/illinois/wilson/little_wilson2592.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wilson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.964800,-87.697170
3679 ! Wilson Avenue Overpass This bridge is one of two similar bridges on this section of Lake Shore Drive, and both appear to have been altered. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.965690 -87.647210 Lake Shore Drive (US-41) Wilson Avenue Chicago Cook County, Illinois Illinois United States Concrete T-Beam Fixed 0 1 Concrete Slab Fixed 0 2 1933 0 Unknown 3 5 55.8 17.01 96 29.26 106 32.31 https://historicbridges.org/illinois/wilsonoverpass/little_dscf2978_small.jpg https://historicbridges.org/illinois/wilsonoverpass/little_dscf2978.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wilsonoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.965690,-87.647210
3680 Wilson Road Bridge An excellent, unaltered example of a truss bridge built by a local bridge builder. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by John Denithorne and Sons of Phoenixville, Pennsylvania. 40.081330 -75.456600 Wilson Road (TR-593) Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1886 1998 John Denithorne and Sons of Phoenixville, Pennsylvania 7 7 60 18.29 65 19.81 14.4 4.39 https://historicbridges.org/pennsylvania/chester166wilsons/little_bridges007_small.jpg https://historicbridges.org/pennsylvania/chester166wilsons/little_bridges102.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester166wilsons/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.081330,-75.456600
3681 Windham Road 19 Bridge Old Lasslette Road Bridge This is one of the few truss bridges in Norfolk County that remains open to vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.887760 -80.485090 Windham Road 19 (Old Lasslette Road) Big Creek Rural Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/windhamroad19/little_p1590988_small.jpg https://historicbridges.org/ontario/windhamroad19/little_p1590988.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/windhamroad19/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887760,-80.485090
3682 Windsor Bridge This bridge is among the larger multi-span examples of a standard plan truss in western New York. The technical description of the main or most noteworthy span of the bridge is a 204.7 ft (62.39 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. 42.074170 -75.636670 Chapel Street (CR-28) Susquehanna River Windsor Broome County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 3 0 0 1936 1992 American Bridge Company of New York, New York New York State Department of Public Works 6 6 204.7 62.39 622.7 189.8 30 9.14 https://historicbridges.org/newyork/windsor/bkg_newyork448_small.jpg https://historicbridges.org/newyork/windsor/newyork1295.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/windsor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.074170,-75.636670
3685 Winona Bridge This cantilever truss is an increasingly rare bridge type, and is a landmark for Winona. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Minnesota Highway Department. 44.057280 -91.639900 MN-43 (Winona Street) Mississippi River, City Streets, and Railroad Winona Winona County, Minnesota Minnesota United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 21 1941 2019 American Bridge Company of New York, New York Minnesota Highway Department 8 8 450 137.16 2282 695.55 30.8 9.39 https://historicbridges.org/minnesota/winona/little_winona2132_small.jpg https://historicbridges.org/minnesota/winona/little_winona2121.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/winona/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.057280,-91.639900
3688 Wire Mill Road Bridge One of the individually unique and beautiful bridges crossing one of the most important historic highways in the country. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete rigid-frame, fixed. The bridge was primarily built by Paul Bacco Construction Company of Stamford, Connecticut. 41.106510 -73.559280 Wire Mill Road Merritt Parkway (CT-15) Stamford Fairfield County, Connecticut Connecticut United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 0 Paul Bacco Construction Company of Stamford, Connecticut 6 6 67 20.42 76 23.16 30.2 9.2 https://historicbridges.org/connecticut/wiremill/little_img_2155_small.jpg https://historicbridges.org/connecticut/wiremill/little_img_2155.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/wiremill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.106510,-73.559280
3689 Wirtz Road Bridge A regionally rare example of a metal truss bridge, this structure is abandoned and overgrown. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.073450 -84.406820 Wirtz Road Sugar River Rural Gladwin County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1920 0 Unknown 4 6 48 14.63 50 15.24 12.8 3.9 https://historicbridges.org/michigan/wirtz/little_zimg_20211113_131149_small.jpg https://historicbridges.org/michigan/wirtz/little_zimg_20211113_131149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wirtz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.073450,-84.406820
3690 Wiscasset Railroad Bridge This bridge has a rare Scherzer rolling lift bascule span, but it is the even larger through truss approach spans that draw the eye. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois (Likely Bascule Engineer). 44.013510 -69.640200 Railroad (Maine Central) Sheepscot River Wiscasset Lincoln County, Maine Maine United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 12 1916 0 American Bridge Company of New York, New York Scherzer Rolling Lift Bridge Company of Chicago, Illinois (Likely Bascule Engineer) 7 8 77 23.47 995 303.28 0 0 https://historicbridges.org/maine/sheepscotrvrrbridge/main_small.jpg https://historicbridges.org/maine/sheepscotrvrrbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/sheepscotrvrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.013510,-69.640200
3691 Wiscoggin Drain Private Bridge One of several remaining private, small truss bridges in the western thumb area, this is one of the larger examples. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 43.626610 -83.468360 Private Trail Wiscoggin Drain Rural Tuscola County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/wiscoggin/little_pict8561_small.jpg https://historicbridges.org/michigan/wiscoggin/little_pict8561.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wiscoggin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.626610,-83.468360
3692 Wiseman Bridge This beautiful bridge is one of only two rainbow arch bridges in the entire state of Maine! The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Unknown. 44.093800 -70.217010 Chestnut Street Main Canal Lewiston Androscoggin County, Maine Maine United States Concrete Rainbow Tied Through Arch Fixed 0 1 0 0 1928 0 Unknown 8 8 64 19.51 74.2 22.62 24 7.32 https://historicbridges.org/maine/wiseman/little_p1480470_small.jpg https://historicbridges.org/maine/wiseman/little_p1480470.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/wiseman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.093800,-70.217010
3695 Whitakre Bridge Jay County Bridge 129 This historic bridge was relocated to this site where it is a centerpiece for a park setting. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. 40.429730 -84.972750 Pedestrian Walkway Salamonie River Rural Jay County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1908 2006 Attica Bridge Company of Attica, Indiana 7 7 95 28.96 102 31.09 15.7 4.79 https://historicbridges.org/indiana/whitakrebridge/little_whitakrebridge2030_small.jpg https://historicbridges.org/indiana/whitakrebridge/little_whitakrebridge2030.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whitakrebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.429730,-84.972750
3696 Wohler Bridge This is an uncommon example of a Camelback truss and is also noted for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.507520 -122.883890 Wohler Road Russian River Rural Sonoma County, California California United States Metal Parker Pin-Connected Through Truss Fixed 10 1 Concrete Stringer (Multi-Beam) Fixed 0 0 1921 0 American Bridge Company of New York, New York 7 7 230 70.1 768 234.09 16.7 5.09 https://historicbridges.org/california/wohlerroadrussianriver/little_day5_wohlerroadrussianriver07520_small.jpg https://historicbridges.org/california/wohlerroadrussianriver/little_day5_wohlerroadrussianriver07520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/wohlerroadrussianriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.507520,-122.883890
3699 Woodfern Road Bridge Two bridges crossing the river at angles to each other, this is one of the more unique pairs of truss spans in the state. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by J. W. Scott of Flemington, New Jersey. 40.505100 -74.763740 Woodfern Road South Branch Raritan River Rural Somerset County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 5 2 0 0 1902 2006 J. W. Scott of Flemington, New Jersey 7 7 99 30.18 187 57 15.4 4.69 https://historicbridges.org/newjersey/woodfern/little_pict5817_small.jpg https://historicbridges.org/newjersey/woodfern/little_pict5821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/woodfern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.505100,-74.763740
3700 ! Woodland Road Bridge This bridge is an extremely rare example of a state highway department standard highway plate girder. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. The bridge was primarily designed by Michigan State Highway Department. 46.432980 -86.824440 Woodland Road Au Train River Rural Alger County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1914 0 Worden-Allen Company of Milwaukee, Wisconsin Michigan State Highway Department 3 9 61 18.59 90 27.43 16 4.88 https://historicbridges.org/michigan/woodland/little_2011august005_small.jpg https://historicbridges.org/michigan/woodland/little_2011august005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.432980,-86.824440
3701 Woodlawn Bridge A rare example of a multi-span truss bridge, this structure retains good historic integrity as well. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. The bridge was primarily designed by Lee and Nash of Brantford, Ontario. 42.809410 -79.968880 Cheapside Road Sandusk Creek Woodlawn Park Haldimand County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 2 0 0 1929 1988 Ontario Bridge Company of Toronto, Ontario Lee and Nash of Brantford, Ontario 7 7 87 26.52 175 53.34 0 0 https://historicbridges.org/ontario/cheapsideroad/little_p1400244_small.jpg https://historicbridges.org/ontario/cheapsideroad/little_p1400244.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cheapsideroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.809410,-79.968880
3704 ! Woodruff Road Bridge South Located near another girder, this bridge is also a good example of its type with good integrity. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete through girder, fixed. The bridge was primarily built by Price Brothers Company of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.703220 -84.968350 Woodruff Road Coldwater River Rural Isabella County, Michigan Michigan United States Concrete Through Girder Fixed 0 1 0 0 1926 0 Price Brothers Company of Lansing, Michigan Michigan State Highway Department 5 6 41 12.5 45 13.72 21 6.4 https://historicbridges.org/michigan/woodruffsouth/little_dscf0606_small.jpg https://historicbridges.org/michigan/woodruffsouth/little_dscf0592.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodruffsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.703220,-84.968350
3705 Woodward Island Railroad Bridge BNSF - Bridge No. A-1137 One of three extremely rare examples of the unusual patented Abt bascule type in California. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal through girder, movable: single leaf bascule, Abt. The bridge was primarily built by American Bridge Company of New York, New York. 37.939890 -121.560750 Railroad (BNSF and Amtrak) Old River Rural Contra Costa County, California and San Joaquin County, California California United States Metal Through Girder Movable: Single Leaf Bascule Abt 0 1 0 0 1928 0 American Bridge Company of New York, New York 9 9 93 28.35 177 53.95 0 0 https://historicbridges.org/california/woodwardislandoldriverabt/little_day2_woodwardislandoldriverabt02267_small.jpg https://historicbridges.org/california/woodwardislandoldriverabt/little_day2_woodwardislandoldriverabt02267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/woodwardislandoldriverabt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.939890,-121.560750
3707 Wren Valley Road Bridge Iowa Bridge Number 348350 A traditional pin-connected pony truss with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 43.358750 -91.668160 Wren Valley Road Canoe Creek Rural Winneshiek County, Iowa Iowa United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 66 20.12 67 20.42 16 4.88 https://historicbridges.org/iowa/wrenvalley/little_dscf5556_small.jpg https://historicbridges.org/iowa/wrenvalley/little_dscf5556.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/wrenvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358750,-91.668160
3708 Wrightwood Avenue Bridge This grade separation is noted for its attractive aesthetic detailing and association with the Public Works Administration The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Northern Bridge Company of Chicago, Illinois. The bridge was primarily designed by Arthur Engh. 41.928050 -87.729610 Railroad (Soo Line, Metra Milwaukee District North) Wrightwood Avenue Chicago Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 1 Concrete Slab Fixed 0 2 1939 0 Northern Bridge Company of Chicago, Illinois Arthur Engh 4 3 0 0 0 0 0 0 https://historicbridges.org/illinois/wrightwood/little_p1290088_small.jpg https://historicbridges.org/illinois/wrightwood/little_p1290088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/wrightwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.928050,-87.729610
3710 WV-47 North Fork Hughes River Bridge A good example of a state standard plan 1930s truss bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company. 39.118240 -81.276770 WV-47 North Fork Hughes River Rural Ritchie County, West Virginia West Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1931 1987 Pittsburgh - Des Moines Steel Company 5 5 180 54.86 185 56.39 19.4 5.91 https://historicbridges.org/wvirginia/northforkhughes/little_dscf6012_small.jpg https://historicbridges.org/wvirginia/northforkhughes/little_dscf6012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/northforkhughes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.118240,-81.276770
3712 Wyalusing Bridge Rainbow Bridge This is the last remaining truss bridge and oldest bridge over the Susquehanna River in Bradford County. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.656420 -76.263310 PA-2010 Susquehanna River Wyalusing Bradford County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 4 Metal Stringer (Multi-Beam) Fixed 0 8 1942 1993 Unknown Pennsylvania State Highway Department 5 7 220 67.06 1461 445.31 25 7.62 https://historicbridges.org/pennsylvania/wyalusing/bkg_newyork341_small.jpg https://historicbridges.org/pennsylvania/wyalusing/newyork1008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wyalusing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.656420,-76.263310
3713 Wyandot-Marion Road Bridge This small pony truss bridge has counter added using members salvaged from another bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.702240 -83.246500 Wyandot-Marion Road (TR-68) Little Sandusky River Rural Marion County, Ohio and Wyandot County, Ohio Ohio United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 6 70 21.34 73.2 22.31 15.4 4.69 https://historicbridges.org/ohio/wyandotmarion5131472/little_wyandotmarion5131472_040_small.jpg https://historicbridges.org/ohio/wyandotmarion5131472/little_wyandotmarion5131472_040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wyandotmarion5131472/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.702240,-83.246500
3714 Wyebrook Bridge This bridge is noted for its age and its rare elliptical arch span. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 40.105610 -75.825670 Wyebrook Road East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone Elliptical Deck Arch Fixed 0 3 0 0 1888 1995 Unknown 8 8 25 7.62 63 19.2 21.7 6.61 https://historicbridges.org/pennsylvania/chester143wyebrooke/little_bridge14314_small.jpg https://historicbridges.org/pennsylvania/chester143wyebrooke/little_bridge14314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester143wyebrooke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.105610,-75.825670
3716 ! Yale Road Bridge An example of a rare structure type unique to Michigan, this bridge is in good condition. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete 50 Foot Plan curved chord through girder, fixed. The bridge was primarily built by Richard Adler. The bridge was primarily designed by Michigan State Highway Department. 43.134520 -82.662890 Yale Road Silver Creek (Eves Drain) Rural St. Clair County, Michigan Michigan United States Concrete 50 Foot Plan Curved Chord Through Girder Fixed 0 1 0 0 1922 0 Richard Adler Michigan State Highway Department 7 7 46 14.02 50 15.24 20 6.1 https://historicbridges.org/concrete/yale/little_brg_6043_small.jpg https://historicbridges.org/concrete/yale/little_brg_6043.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/yale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.134520,-82.662890
3718 Yaw Road Bridge One of a few bridges in Cass and Van Buren Counties with this unusual yet attractive railing design. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.998330 -86.155550 Yaw Road Dowagiac River Rural Cass County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1930 0 Unknown 1 4 43 13.11 43 13.11 17 5.18 https://historicbridges.org/michigan/yaw/little_rpict293_small.jpg https://historicbridges.org/michigan/yaw/little_rpict293.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/yaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.998330,-86.155550
3720 Yellow Springs Road Bridge This tiny stone arch still has big charm. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.083457 -75.608759 Yellow Springs Road Pine Creek Tributary Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1911 0 Unknown 5 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/yellowspringsrdwpike/little_yellwspringsrdwpikeland3_small.jpg https://historicbridges.org/pennsylvania/yellowspringsrdwpike/little_yellwspringsrdwpikeland3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yellowspringsrdwpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.083457,-75.608759
3721 Yellowwood Road Bridge Brown County Bridge 35 This bridge was abandoned long ago next to its replacement bridge and today the bridge is falling apart. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.173330 -86.319500 Yellowwood Road North Fork Salt Creek Rural Brown County, Indiana Indiana United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/indiana/yellowwoodroadbridge/little_yellowwoodroadbridge4891_small.jpg https://historicbridges.org/indiana/yellowwoodroadbridge/little_yellowwoodroadbridge4891.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/yellowwoodroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.173330,-86.319500
3722 Yonge Street Railway Overpass This bridge has attractive arched cantilevers on its northern side. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 43.645230 -79.376290 Railroad (Canadian Pacific and Go) Yonge Street Toronto Toronto City, Ontario Ontario Canada Concrete Slab Fixed 0 2 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ontario/yongestreet/little_yongestreet0657_small.jpg https://historicbridges.org/ontario/yongestreet/little_yongestreet0657.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yongestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.645230,-79.376290
3723 York Bridge This welded beam bridge also has multiple rigid frame approach spans. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.021950 -79.891990 Haldimand Road 9 (King Avenue) Grand River York Haldimand County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 4 Concrete Rigid-Frame Fixed 0 0 0 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/ontario/yorkgrandriver/little_p1400538_small.jpg https://historicbridges.org/ontario/yorkgrandriver/little_p1400538.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yorkgrandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.021950,-79.891990
3724 York Haven Road Bridge This is the only known example in the country of a Pennsylvania truss built by the most prolific pre-1900 bridge company in the nation. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.081260 -76.718330 Old York Haven Road (Old PA-181 Alignment) Conewago Creek Rural York County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 18 1 0 0 1888 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 295 89.92 0 0 https://historicbridges.org/pennsylvania/yorkhaven/little_dscf2197_small.jpg https://historicbridges.org/pennsylvania/yorkhaven/little_dscf2197.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yorkhaven/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.081260,-76.718330
3728 Youngs Point Bridge This is one of the oldest surviving metal truss bridges in Ontario, and is also a rare two-span pin-connected truss in Ontario! The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 44.487190 -78.232970 Old Highway 28 Otonabee River (Trent-Severn Waterway) Youngs Point Peterborough County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1885 0 Dominion Bridge Company of Montréal, Québec 9 9 100 30.48 200 60.96 0 0 https://historicbridges.org/ontario/youngspointold/little_p1580506_small.jpg https://historicbridges.org/ontario/youngspointold/little_p1580506.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngspointold/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.487190,-78.232970
3729 Yuras Farm Road Bridge This little bridge is a traditional example of a bridge type that was common in the late 1800s. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.866480 -79.883170 Yuras Farm Road Browns Run Rural Fayette County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1902 0 Champion Bridge Company of Wilmington, Ohio 6 5 43 13.11 46 14.02 10.2 3.11 https://historicbridges.org/pennsylvania/yurasfarm/bkg_swpenn0194_small.jpg https://historicbridges.org/pennsylvania/yurasfarm/swpenn070208.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yurasfarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.866480,-79.883170
3731 Zimmer Road Deer Creek Bridge This is one of several small steel stringer bridges in this county that feature an unusual metal railing. The technical description of the main or most noteworthy span of the bridge is a 31.8 ft (9.69 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.613940 -84.309260 Zimmer Road Deer Creek Rural Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1920 1966 Unknown 1 2 31.8 9.69 31.8 9.69 21.3 6.49 https://historicbridges.org/michigan/zimmer2/little_p1470349_small.jpg https://historicbridges.org/michigan/zimmer2/little_p1470349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/zimmer2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.613940,-84.309260
3732 Zoarville Station Bridge One of the most important bridges in the country, this beautiful bridge with Phoenix Columns is the last Fink truss remaining. The technical description of the main or most noteworthy span of the bridge is a 111.2 ft (33.89 m) metal pin-connected Fink through truss, fixed. The bridge was primarily built by Smith, Latrobe, and Company of Baltimore, Maryland. 40.577320 -81.391410 Camp Tuscazoar Trail Conotton Creek Rural Tuscarawas County, Ohio Ohio United States Metal Fink Pin-Connected Through Truss Fixed 8 1 0 0 1868 2007 Smith, Latrobe, and Company of Baltimore, Maryland 10 10 111.2 33.89 111.2 33.89 17 5.18 https://historicbridges.org/ohio/zoarville/little_redozoarville_3643_4_5v_small.jpg https://historicbridges.org/ohio/zoarville/little_redozoarville_3643_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zoarville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.577320,-81.391410
3733 Zorger Road Bridge This incredible bridge is a former railroad bridge, is extremely rare, and has very tall trusses. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 40.909450 -78.666460 Zorger Road West Branch Susquehanna River Rural Clearfield County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 0 0 0 1920 Unknown 8 8 173 52.73 180 54.86 12 3.66 https://historicbridges.org/pennsylvania/zorger/little_pict9219_small.jpg https://historicbridges.org/pennsylvania/zorger/little_pict9219.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zorger/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.909450,-78.666460
3734 Lincoln Park Bridge Designed by a noted engineer, this graceful bridge is an outstanding example of a bridge with extensive Art Deco design. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) concrete deck girder, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Charles Whitney. 42.570570 -87.832790 Pedestrian Walkway Park Lagoon Kenosha Kenosha County, Wisconsin Wisconsin United States Concrete Deck Girder Fixed 0 3 0 0 1936 0 Works Progress Administration Forces Charles Whitney 6 6 146 44.5 245 74.68 10 3.05 https://historicbridges.org/wisconsin/kenoshalincolnparkbridge/little_kenoshalincolnparkbridge1548_small.jpg https://historicbridges.org/wisconsin/kenoshalincolnparkbridge/little_kenoshalincolnparkbridge1548.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/kenoshalincolnparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.570570,-87.832790
3735 Little Lincoln Park Bridge This is a tiny concrete foot bridge with abutments decorated in stone. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 42.572860 -87.831320 Pedestrian Walkway Park Depression Kenosha Kenosha County, Wisconsin Wisconsin United States Concrete Slab Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/wisconsin/kenoshalincolnparklittlenebridge/little_kenoshalincolnparklittlenebridge1534_small.jpg https://historicbridges.org/wisconsin/kenoshalincolnparklittlenebridge/little_kenoshalincolnparklittlenebridge1534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/kenoshalincolnparklittlenebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.572860,-87.831320
3739 Washington Park Bridge Although altered, this is an unusual suspension foot bridge. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Jens Jensen. 42.720050 -87.807790 Park Path Root River Racine Racine County, Wisconsin Wisconsin United States Metal Wire Cable Suspension Fixed 0 1 0 0 0 0 Unknown Jens Jensen 2 2 0 0 0 0 0 0 https://historicbridges.org/wisconsin/racinesuspensionbridge/little_racinesuspensionbridge0475_small.jpg https://historicbridges.org/wisconsin/racinesuspensionbridge/little_racinesuspensionbridge0475.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racinesuspensionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.720050,-87.807790
3742 Memorial Drive Bridge Although its railings have been replaced, everything under the deck of this bridge appears to be original. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.723730 -87.798930 Memorial Drive Root River Racine Racine County, Wisconsin Wisconsin United States Concrete Open Spandrel Deck Arch Fixed 0 2 Concrete Closed Spandrel Deck Arch Fixed 0 1 1936 0 Unknown 5 5 82 24.99 192 58.52 40 12.19 https://historicbridges.org/wisconsin/racinememorialdrive/little_racinememorialdrive0567_small.jpg https://historicbridges.org/wisconsin/racinememorialdrive/little_racinememorialdrive0567.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racinememorialdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.723730,-87.798930
3755 Matthiessen State Park Bridge 3 This bridge is one of only two known surviving examples of a special concrete arch design by famous engineer Joseph Strauss The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Roemheld and Gallery, and German-American Concrete Co.. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.293910 -89.028470 Park Path Deer Creek Gorge Rural La Salle County, Illinois Illinois United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 1 0 0 1905 0 Roemheld and Gallery, and German-American Concrete Co. Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 72 21.95 95 28.96 4.5 1.37 https://historicbridges.org/illinois/matthiessenstateparkbridge3/little_matthiessenstateparkbridge31313_small.jpg https://historicbridges.org/illinois/matthiessenstateparkbridge3/little_matthiessenstateparkbridge31313.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/matthiessenstateparkbridge3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.293910,-89.028470
3756 Matthiessen State Park Bridge 2 One of three historic concrete arch bridges in this park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.296960 -89.027510 Park Path Deer Creek Gorge Rural La Salle County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/illinois/matthiessenstateparkbridge2/little_matthiessenstateparkbridge21348_small.jpg https://historicbridges.org/illinois/matthiessenstateparkbridge2/little_matthiessenstateparkbridge21348.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/matthiessenstateparkbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.296960,-89.027510
3757 Matthiessen State Park Bridge 1 This attractive and nicely detailed bridge crosses an impressive gorge right over a waterfall. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.299060 -89.025100 Park Path Deer Creek Gorge (Lake Falls) Rural La Salle County, Illinois Illinois United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/illinois/matthiessenstateparkbridge1/little_matthiessenstateparkbridge11367_small.jpg https://historicbridges.org/illinois/matthiessenstateparkbridge1/little_matthiessenstateparkbridge11367.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/matthiessenstateparkbridge1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.299060,-89.025100
3759 651st Road Bridge Ed Hand Highway Bridge This is an uncommon example of a continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.301990 -89.037640 651st Road (Ed Hand Highway, CR-23) Vermillion River Rural La Salle County, Illinois Illinois United States Metal Warren Rivet-Connected Deck Truss Fixed 8 Continuous 3 0 0 1940 1983 Unknown 6 6 152 46.33 356 108.51 28 8.53 https://historicbridges.org/illinois/651ststreet/little_651ststreet2251_small.jpg https://historicbridges.org/illinois/651ststreet/little_651ststreet2251.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/651ststreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.301990,-89.037640
3761 Rockwell Road Bridge This is an unusual pin-connected deck truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 41.327890 -89.083470 Rockwell Road Little Vermillion River La Salle La Salle County, Illinois Illinois United States Metal Pratt Pin-Connected Deck Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 2010 Unknown 7 7 106 32.31 158 48.16 20 6.1 https://historicbridges.org/illinois/rockwellroad/little_rockwellroad0452_small.jpg https://historicbridges.org/illinois/rockwellroad/little_rockwellroad0452.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockwellroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327890,-89.083470
3763 Little Vermillion River Aqueduct A rare example of a functioning aqueduct, this is composed of a plate girder superstructure. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 41.327620 -89.083320 Illinois and Michigan Canal Little Vermillion River La Salle La Salle County, Illinois Illinois United States Metal Through Girder Fixed 0 5 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/illinois/lasalleaqueduct/little_lasalleaqueduct1521_small.jpg https://historicbridges.org/illinois/lasalleaqueduct/little_lasalleaqueduct1521.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lasalleaqueduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327620,-89.083320
3765 La Salle Railroad Bridge This very long bridge has a variety of spans constructed at a variety of times. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois and McClintic-Marshall Company of Pittsburgh, Pennsylvania. 41.323680 -89.083260 Railroad (Buzzi Unicem) Illinois River, Illinois and Michigan Canal, and Rockwell Road La Salle La Salle County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Pratt Pin-Connected Deck Truss Fixed 0 0 1893 1932 Chicago Bridge and Iron Works of Chicago, Illinois and McClintic-Marshall Company of Pittsburgh, Pennsylvania 7 8 300 91.44 2850 868.68 0 0 https://historicbridges.org/illinois/lasallerailroad/little_lasallerailroad1510_small.jpg https://historicbridges.org/illinois/lasallerailroad/little_lasallerailroad1510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lasallerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.323680,-89.083260
3768 Peru Bridge This late riveted cantilever truss bridge has a more simple appearance than older cantilever trusses. The technical description of the main or most noteworthy span of the bridge is a 477 ft (145.39 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Industrial Construction Company. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.323850 -89.119720 IL-251 Illinois River and Water Street Peru La Salle County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 0 3 Metal Stringer (Multi-Beam) Fixed 0 10 1958 0 Industrial Construction Company Alfred Benesch and Associates of Chicago, Illinois 6 6 477 145.39 2292 698.6 30 9.14 https://historicbridges.org/illinois/perubridge/little_perubridge1043_small.jpg https://historicbridges.org/illinois/perubridge/little_perubridge1043.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/perubridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.323850,-89.119720
3770 Lacon Bridge This large bridge has a distinctive appearance because its members do not look as massive as one might expect. The technical description of the main or most noteworthy span of the bridge is a 378 ft (115.21 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois. 41.025860 -89.417770 IL-17 (5th Street, Ferry Street) Illinois River Lacon and Sparland Marshall County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 0 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 8 1939 1990 Bates and Rogers of Chicago, Illinois 7 7 378 115.21 1573.2 479.51 26.2 7.99 https://historicbridges.org/illinois/laconbridge/little_laconbridge1490_small.jpg https://historicbridges.org/illinois/laconbridge/little_laconbridge1490.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laconbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.025860,-89.417770
3771 Murray Baker Bridge With more than five cantilever truss spans, this is a rare bridge, and it was altered by removing a few panels at one end. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.687980 -89.583590 I-74 Illinois River Peoria and East Peoria Peoria County, Illinois and Tazewell County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 5 Metal Stringer (Multi-Beam) Fixed 0 8 1958 2005 Unknown 6 6 600 182.88 3036 925.37 55 16.76 https://historicbridges.org/illinois/murraybakerbridge/little_murraybakerbridge1154_small.jpg https://historicbridges.org/illinois/murraybakerbridge/little_murraybakerbridge1154.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/murraybakerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.687980,-89.583590
3772 ! McClugage Bridge Eastbound Spans This bridge is noted for its attractive combination of both continuous through and deck truss spans. The technical description of the main or most noteworthy span of the bridge is a 536 ft (163.37 m) metal continuous pony truss stiffening Warren through truss, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by George F. Burch. 40.720360 -89.547300 Eastbound US-24 and US-150 Illinois River Peoria and East Peoria Peoria County, Illinois and Tazewell County, Illinois Illinois United States Metal Warren Pony Truss Stiffening Through Truss Fixed 16 Continuous 3 Metal Warren Rivet-Connected Deck Truss Fixed 10 Continuous 25 1948 2000 Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York George F. Burch 7 7 536 163.37 4745.3 1446.37 29 8.84 https://historicbridges.org/illinois/mcclugagebridge/little_mcclugagebridge1242_small.jpg https://historicbridges.org/illinois/mcclugagebridge/little_mcclugagebridge1242.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mcclugagebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720360,-89.547300
3773 Cedar Street Bridge Both structurally and aesthetically unique, this bridge was designed by a famous bridge engineer. The technical description of the main or most noteworthy span of the bridge is a 296 ft (90.22 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 40.677550 -89.600370 Cedar Street (McArthur Highway, IL-29 and IL-116) Illinois River Peoria and East Peoria Peoria County, Illinois and Tazewell County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Fixed 14 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 31 1930 2010 Kelly-Atkinson Construction Company of Chicago, Illinois Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 296 90.22 3750 1143 49.2 15 https://historicbridges.org/illinois/cedarstreetbridge/little_cedarstreetbridge2167_small.jpg https://historicbridges.org/illinois/cedarstreetbridge/little_cedarstreetbridge2167.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cedarstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.677550,-89.600370
3774 Glen Street Foot Bridge Island Park Foot Bridge This was an unaltered Works Progress Administration rigid-frame bridge until it was visually ruined by replacement of its original railings. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.729640 -87.805060 Glen Street (Pedestrian Walkway) Root River West Channel Racine Racine County, Wisconsin Wisconsin United States Concrete Rigid-Frame Fixed 0 1 0 0 1941 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/wisconsin/racineglenstreetfootbridge/little_racineglenstreetfootbridge0594_small.jpg https://historicbridges.org/wisconsin/racineglenstreetfootbridge/little_racineglenstreetfootbridge0594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racineglenstreetfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.729640,-87.805060
3776 Mound Cemetery Bridge This is an attractive and traditionally composed concrete arch bridge complete with balustrade railings. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Zendala Construction Company of Manitowoc, Wisconsin. The bridge was primarily designed by Charles Whitney. 42.719580 -87.814720 Cemetery Drive Reflecting Pool Racine Racine County, Wisconsin Wisconsin United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 1990 Zendala Construction Company of Manitowoc, Wisconsin Charles Whitney 5 5 0 0 0 0 0 0 https://historicbridges.org/wisconsin/racinemoundcemetery/little_racinemoundcemetery0515_small.jpg https://historicbridges.org/wisconsin/racinemoundcemetery/little_racinemoundcemetery0515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/racinemoundcemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719580,-87.814720
3777 Babtiste Creek Private Bridge This unusual lightweight Warren pony truss has some unusual design to it. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Please be aware that this bridge is on private property. 42.284410 -82.407930 Private Trail Babtiste Creek Rural Chatham-Kent Region, Ontario Ontario Canada Please be aware that this bridge is on private property. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/truss/babtiste/little_pict5883_small.jpg https://historicbridges.org/truss/babtiste/little_pict5883.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/babtiste/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.284410,-82.407930
3778 104th Avenue Bridge One of several 1960s truss bridges on the Calumet Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.687940 -87.874920 104th Avenue (Willow Springs Road) Calumet Sag Channel Palos Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 4 1964 0 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 290 88.39 406 123.75 28 8.53 https://historicbridges.org/illinois/104th/little_p1280493_small.jpg https://historicbridges.org/illinois/104th/little_p1280493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/104th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.687940,-87.874920
3779 Michigan Avenue Bridge DuSable Bridge The most famous Chicago bascule bridge, the bridgetender houses are very ornate on this double-deck bridge. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Great Lakes Dredge and Dock Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.888830 -87.624420 Michigan Avenue Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1920 2009 Great Lakes Dredge and Dock Company of Chicago, Illinois City of Chicago 8 8 256 78.03 400 121.92 64 19.51 https://historicbridges.org/truss/michiganavenue/little_p1160772_3_4_enhanced 2_small.jpg https://historicbridges.org/truss/michiganavenue/little_p1160772_3_4_enhanced 2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/michiganavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888830,-87.624420
3780 Southwest Highway Bridge Compared to other truss bridges in Cook County, this bridge has a relatively simple appearance for a bridge of its age. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.680350 -87.811360 Southwest Highway (IL-7) Calumet Sag Channel Palos Hills Cook County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 Continuous 4 1931 2003 Unknown 6 6 216 65.84 346.5 105.61 43.6 13.29 https://historicbridges.org/illinois/southwesthighway/little_p1280346_small.jpg https://historicbridges.org/illinois/southwesthighway/little_p1280346.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/southwesthighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680350,-87.811360
3783 ! Henry Bridge One of a dropping number of surviving landmark size Pennsylvania through truss bridges on the Illinois River. The technical description of the main or most noteworthy span of the bridge is a 364.2 ft (111.01 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 41.108520 -89.352170 IL-18 (School Street) Illinois River Henry Marshall County, Illinois and Putnam County, Illinois Illinois United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Parker Rivet-Connected Through Truss Fixed 8 13 1934 1988 McClintic-Marshall Company of Pittsburgh, Pennsylvania 7 7 364.2 111.01 1719.2 524.01 22.6 6.89 https://historicbridges.org/illinois/henrybridge/little_henrybridge1676_small.jpg https://historicbridges.org/illinois/henrybridge/little_henrybridge1676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/henrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.108520,-89.352170
3786 Springdale Cemetery Bridge North This is one of two rare and bizarre Kingpost pony truss bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 40.721230 -89.569630 Valley Drive Springdale Creek (Formerly Turkey Creek) Peoria Peoria County, Illinois Illinois United States Metal Kingpost Pony Truss Fixed 2 1 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/illinois/springdalecemeterybridgenorth/little_springdalecemeterybridgenorth0267_small.jpg https://historicbridges.org/illinois/springdalecemeterybridgenorth/little_springdalecemeterybridgenorth0267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/springdalecemeterybridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.721230,-89.569630
3787 Springdale Cemetery Bridge South This is one of two rare and bizarre Kingpost pony truss bridges in this cemetery. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 40.717410 -89.569590 Valley Drive Springdale Creek (Formerly Turkey Creek) Peoria Peoria County, Illinois Illinois United States Metal Kingpost Pony Truss Fixed 2 1 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/illinois/springdalecemeterybridgesouth/little_springdalecemeterybridgesouth0197_small.jpg https://historicbridges.org/illinois/springdalecemeterybridgesouth/little_springdalecemeterybridgesouth0197.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/springdalecemeterybridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.717410,-89.569590
3788 Bloonier Bridge CR-1600 East Bridge A late but good representative example of a concrete through girder. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by R. A. Cullinan of Tremont, Illinois. 40.788540 -89.234840 CR-1600 East West Branch Panther Creek Rural Woodford County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1928 0 R. A. Cullinan of Tremont, Illinois 5 5 51 15.54 53.2 16.22 19 5.79 https://historicbridges.org/illinois/cr1600/little_cr16002091_small.jpg https://historicbridges.org/illinois/cr1600/little_cr16002091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr1600/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.788540,-89.234840
3789 Boy Scout Road Bridge This skewed truss bridge is a late example of a riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.842320 -89.575290 Boy Scout Road (Neal Lane, CR-55) Dickison Run Rural Peoria County, Illinois Illinois United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1952 0 Unknown 4 4 81 24.69 86 26.21 20.7 6.31 https://historicbridges.org/illinois/neallaneboyscoutroad/little_neallaneboyscoutroad1108_small.jpg https://historicbridges.org/illinois/neallaneboyscoutroad/little_neallaneboyscoutroad1108.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/neallaneboyscoutroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.842320,-89.575290
3791 Wayneport Bridge Bridge E-123 A lighter weight variation of the Baltimore truss bridge style seen on the Erie Canal in this area. The technical description of the main or most noteworthy span of the bridge is a 182.8 ft (55.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York and American Pipe and Construction Company of Philadelphia, Pennsylvania. 43.075220 -77.361240 Wayneport Road Erie Canal (New York State Barge Canal) Wayneport Wayne County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1912 1965 Owego Bridge Company of Owego, New York and American Pipe and Construction Company of Philadelphia, Pennsylvania 6 7 182.8 55.72 185.7 56.6 14.1 4.3 https://historicbridges.org/newyork/wayneport/little_img_3202_small.jpg https://historicbridges.org/newyork/wayneport/little_img_3202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wayneport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.075220,-77.361240
3792 Nickelsen Creek Private Bridge 1 The last original known Indiana Bridge Company patented 3 panel plate leg girder, this bridge also has Canton Bridge Company trusses attached to it! The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) metal bedstead deck girder, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. Special note about bridge location: This bridge is on a private drive. 40.893460 -85.044900 Private Drive Nickelsen Creek Rural Adams County, Indiana Indiana United States This bridge is on a private drive. Metal Bedstead Deck Girder Fixed 0 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 0 0 0 Indiana Bridge Company of Muncie, Indiana 8 9 32 9.75 40 12.19 0 0 https://historicbridges.org/indiana/nickelsencreekbridge1/little_nickelsencreekbridge1_1873_small.jpg https://historicbridges.org/indiana/nickelsencreekbridge1/little_nickelsencreekbridge1_1873.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/nickelsencreekbridge1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.893460,-85.044900
3794 CR-2325 Bridge TR-202 Bridge The last original known Indiana Bridge Company patented cantilever leg truss. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal cantilever rivet-connected Warren bedstead deck truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 40.756300 -89.097130 CR-2325 (TR-202) Panther Creek Rural Woodford County, Illinois Illinois United States Metal Warren Rivet-Connected Bedstead Deck Truss Fixed 6 Cantilever 1 Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 Indiana Bridge Company of Muncie, Indiana 9 9 50 15.24 93 28.35 12 3.66 https://historicbridges.org/illinois/cr2325/little_cr23252072_small.jpg https://historicbridges.org/illinois/cr2325/little_cr23252072.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr2325/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.756300,-89.097130
3795 ! Laura Bradley Park Bridge This is a very unusual truss bridge, with handsome railings, early use of riveted connections, and an arched shape to it. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt railing height truss, fixed. The bridge was primarily built by Unknown. 40.709170 -89.622310 Park Road Dry Run Creek Peoria Peoria County, Illinois Illinois United States Metal Pratt Rivet-Connected Railing Height Truss Fixed 6 1 0 0 1898 0 Unknown 8 8 60 18.29 82 24.99 14.8 4.51 https://historicbridges.org/illinois/laurabradleyparkbridge/little_laurabradleyparkbridge1396_small.jpg https://historicbridges.org/illinois/laurabradleyparkbridge/little_laurabradleyparkbridge1396.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laurabradleyparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.709170,-89.622310
3796 Laura Bradley Park Foot Bridge Japanese Bridge The traditional concrete arch superstructure of this bridge has been embellished with railings and portal gateways following Japanese architecture. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frederic J. Klein. 40.704690 -89.622940 Pedestrian Walkway Dry Run Creek Peoria Peoria County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1922 0 Unknown Frederic J. Klein 4 5 0 0 0 0 0 0 https://historicbridges.org/illinois/laurabradleyparkfootbridge/little_laurabradleyparkfootbridge1386_small.jpg https://historicbridges.org/illinois/laurabradleyparkfootbridge/little_laurabradleyparkfootbridge1386.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/laurabradleyparkfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.704690,-89.622940
3797 Dan Hartter Bridge CR-700 North Bridge This truss bridge is a great example of how a historic highway bridge can find new life relocated to a park for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.704710 -89.274340 Pedestrian Walkway Walnut Creek Eureka Woodford County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1928 2001 Unknown 6 6 100 30.48 103 31.39 14.8 4.51 https://historicbridges.org/illinois/eureka/little_eureka1761_small.jpg https://historicbridges.org/illinois/eureka/little_eureka1761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/eureka/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.704710,-89.274340
3799 Chautauqua Park Swinging Bridge Number 1 One of two similar suspension foot bridges in this park. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 40.876940 -88.623620 Pedestrian Walkway Vermillion River Pontiac Livingston County, Illinois Illinois United States Metal Wire Cable Suspension Fixed 0 0 0 0 1898 0 Joliet Bridge and Iron Company of Joliet, Illinois 7 7 0 0 190 57.91 4 1.22 https://historicbridges.org/illinois/pontiac1/little_pontiac11003_4_5_tonemappede_small.jpg https://historicbridges.org/illinois/pontiac1/little_pontiac11003_4_5_tonemappede.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pontiac1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.876940,-88.623620
3800 Chautauqua Park Swinging Bridge Number 2 One of two similar suspension foot bridges in this park. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 40.875510 -88.622800 Pedestrian Walkway Vermillion River Pontiac Livingston County, Illinois Illinois United States Metal Wire Cable Suspension Fixed 0 0 0 0 1898 0 Joliet Bridge and Iron Company of Joliet, Illinois 7 7 0 0 0 0 4 1.22 https://historicbridges.org/illinois/pontiac2/little_pontiac20953_4_5_fused_small.jpg https://historicbridges.org/illinois/pontiac2/little_pontiac20953_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pontiac2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.875510,-88.622800
3801 Bartonville Railroad Bridge Chicago North Western Bridge Number 1709 This attractive lattice truss bridge is noted for its number of spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.651190 -89.645580 Railroad (Union Pacific) Sanitation Road and Railroad Bartonville Peoria County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 12 5 0 0 1913 0 King Bridge Company of Cleveland, Ohio 7 8 160 48.77 665 202.69 0 0 https://historicbridges.org/illinois/bartonvillerailroadbridge/little_bartonvillerailroadbridge2206_small.jpg https://historicbridges.org/illinois/bartonvillerailroadbridge/little_bartonvillerailroadbridge2206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bartonvillerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.651190,-89.645580
3804 Johnson City Railroad Bridge One of the longest examples of this uncommon and striking truss configuration. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 42.110130 -75.977080 Railroad (Norfolk Southern) Susquehanna River Johnson City and Vestal Broome County, New York New York United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 6 0 0 0 0 Unknown 8 8 164 49.99 985 300.23 0 0 https://historicbridges.org/newyork/johnsoncity/bkg_newyork558_small.jpg https://historicbridges.org/newyork/johnsoncity/newyork1623.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/johnsoncity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.110130,-75.977080
3806 Indiana Harbor Canal Norfolk Southern Railroad Bridge This bridge remains in heavy use by trains and is one of a unique group of bascule bridges on this canal. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.660080 -87.452290 Railroad (Norfolk Southern and Amtrak) Indiana Harbor and Ship Canal (East Chicago Canal) East Chicago Lake County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 4 1 0 0 1909 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 86 26.21 0 0 0 0 https://historicbridges.org/indiana/indianaharborns/little_p2170033_small.jpg https://historicbridges.org/indiana/indianaharborns/little_p2170033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianaharborns/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.660080,-87.452290
3808 Glasgow Railroad Bridge An impressive bridge that sits on the location of the first all-steel railroad bridge in the world. The technical description of the main or most noteworthy span of the bridge is a 345 ft (105.16 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 39.222690 -92.850520 Railroad (Gateway Western Railroad) Missouri River Glasgow Howard County, Missouri and Saline County, Missouri Missouri United States Metal Parker Pin-Connected Through Truss Fixed 12 4 Metal Pratt Rivet-Connected Deck Truss Fixed 0 0 1900 0 Lassig Bridge and Iron Works of Chicago, Illinois 8 8 345 105.16 2434 741.88 0 0 https://historicbridges.org/missouri/glasgowrr/little_p2060091_small.jpg https://historicbridges.org/missouri/glasgowrr/little_p2060091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/glasgowrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.222690,-92.850520
3810 Ten Acre Bridge A truly amazing structure to view, this bridge has a narrow width, but is quite tall and long. The technical description of the main or most noteworthy span of the bridge is a 354 ft (107.9 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.345020 -78.936250 Railroad (Conemaugh and Black Lick Railroad) Conemaugh River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1901 0 Unknown 8 8 354 107.9 354 107.9 0 0 https://historicbridges.org/pennsylvania/johnstownrr/bkg_swpenn0798_small.jpg https://historicbridges.org/pennsylvania/johnstownrr/swpenn071463.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.345020,-78.936250
3811 London North Branch Railway Bridge Multiple spans, multiple configurations, and one skewed span, make this a bridge both large and fun to explore. The technical description of the main or most noteworthy span of the bridge is a 157 ft (47.85 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.993590 -81.260350 Railroad (Canadian Pacific) North Branch Thames River and Oxford Street London Middlesex County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Baltimore Rivet-Connected Through Truss Fixed 12 0 0 0 Unknown 7 8 157 47.85 753 229.51 0 0 https://historicbridges.org/truss/londonnb/little_pict6865_small.jpg https://historicbridges.org/truss/londonnb/little_pict6865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/londonnb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.993590,-81.260350
3813 ! Bellaire Bridge Interstate Bridge One of the greatest and oldest cantilever bridges on the Ohio is about to be demolished, a serious crime against history. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 40.015160 -80.738950 8th Street Ohio River Bellaire and Benwood Belmont County, Ohio and Marshall County, West Virginia Ohio and West Virginia United States Metal Baltimore Rivet-Connected Through Truss Fixed 0 Cantilever 3 Metal Deck Girder Fixed 0 0 1926 0 Mount Vernon Bridge Company of Mount Vernon, Ohio John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 9 9 700 213.36 2100 640.08 0 0 https://historicbridges.org/ohio/bellaire/bkg_bellaire23_small.jpg https://historicbridges.org/ohio/bellaire/bellaire32.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bellaire/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.015160,-80.738950
3814 Cuyahoga Viaduct This high-level bridge has an extensive approach system, and a massive main span that is three truss webs wide. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by John Gill and Sons of Cleveland, Ohio. 41.488260 -81.701310 Railroad (RTA Rapid Transit) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 12 1 Metal Warren Rivet-Connected Deck Truss Fixed 6 0 1929 0 John Gill and Sons of Cleveland, Ohio 7 7 270 82.3 3450 1051.56 0 0 https://historicbridges.org/ohio/rtarapid/bkg_cleveland454_small.jpg https://historicbridges.org/ohio/rtarapid/cleveland1058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rtarapid/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.488260,-81.701310
3816 Lehigh Canal Railroad Bridge This highly unusual bridge has four truss lines that are not equally spaced apart, and the bridge is also skewed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.658720 -75.482470 Railroad (Norfolk Southern) Lehigh Canal North Catasauqua Northampton County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 American Bridge Company of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/lehighcanal/little_dscf9307_small.jpg https://historicbridges.org/pennsylvania/lehighcanal/little_dscf9307.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.658720,-75.482470
3817 French King Bridge This is an outstanding, award-winning example of a steel deck arch bridge that compliments a very scenic area. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal continuous hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Massachusetts Department of Public Works. 42.597750 -72.496790 MA-2 (Mohawk Trail) Connecticut River and River Road Rural Franklin County, Massachusetts Massachusetts United States Metal Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 0 Continuous 3 0 0 1931 1992 McClintic-Marshall Company of Pittsburgh, Pennsylvania Massachusetts Department of Public Works 8 8 460 140.21 786 239.57 40 12.19 https://historicbridges.org/massachusetts/frenchkingbridge/little_frenchkingbridge008979_small.jpg https://historicbridges.org/massachusetts/frenchkingbridge/little_frenchkingbridge008979.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/frenchkingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.597750,-72.496790
3822 130th Street Railroad Bridge An example of late railroad truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 273.6 ft (83.39 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.658070 -87.572410 Railroad (NICTD South Shore Line) Calumet River Chicago Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 5 5 273.6 83.39 431.7 131.58 0 0 https://historicbridges.org/illinois/130rr/little_p1260683_small.jpg https://historicbridges.org/illinois/130rr/little_p1260683.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/130rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.658070,-87.572410
3823 General Pierce Bridge This bridge is noted for its striking skew and unusual portal bracing. The technical description of the main or most noteworthy span of the bridge is a 398 ft (121.31 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 42.580410 -72.579670 Montague City Road Connecticut River Greenfield Franklin County, Massachusetts Massachusetts United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 18 1 Metal Parker Rivet-Connected Through Truss Fixed 12 3 1947 0 Unknown 6 6 398 121.31 753 229.51 26 7.92 https://historicbridges.org/massachusetts/montaguecityroadbridge/little_montaguecityroadbridge009398_small.jpg https://historicbridges.org/massachusetts/montaguecityroadbridge/little_montaguecityroadbridge009398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/montaguecityroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.580410,-72.579670
3825 Northfield Railroad Bridge This complicated bridge has a variety of designs and construction dates. The technical description of the main or most noteworthy span of the bridge is a 158.5 ft (48.31 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.706240 -72.459100 Railroad (New England Central and Amtrak) Connecticut River and Caldwell Road Northfield Franklin County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Deck Truss Fixed 7 3 Metal Pratt Pin-Connected Deck Truss Fixed 0 2 1904 0 American Bridge Company of New York, New York 6 6 158.5 48.31 705.7 215.1 0 0 https://historicbridges.org/massachusetts/northfieldrr/little_northfieldrr008528_small.jpg https://historicbridges.org/massachusetts/northfieldrr/little_schellbridge008764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northfieldrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706240,-72.459100
3826 Caldwell Road Railroad Overpass This little stone arch overpass is hidden away on a rural road. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.702490 -72.473320 Railroad (Boston and Maine) Caldwell Road Rural Franklin County, Massachusetts Massachusetts United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/caldwellroad/little_caldwellroad008516_7_8_tonemappeds_small.jpg https://historicbridges.org/massachusetts/caldwellroad/little_caldwellroad008516_7_8_tonemappeds.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/caldwellroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.702490,-72.473320
3829 Power Canal Bridge This weird two span bridge has spans that slope down to the pier and also has one end post that has two angles to it. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.610550 -72.555030 Pedestrian Walkway Power Canal Turners Falls Franklin County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Pony Truss Fixed 6 2 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/powercanal/little_powercanalbridge009340_small.jpg https://historicbridges.org/massachusetts/powercanal/little_powercanalbridge009340.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/powercanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.610550,-72.555030
3831 Western Avenue Railroad Overpass A beautiful example of art deco design in a railroad overpass. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.836640 -87.684970 Railroad (Atchison, Topeka and Santa Fe Railway) Western Avenue Chicago Cook County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 5 6 0 0 233.3 71.11 0 0 https://historicbridges.org/illinois/westernoverpass/little_p1460582_small.jpg https://historicbridges.org/illinois/westernoverpass/little_p1460582.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/westernoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836640,-87.684970
3832 Southwest Highway Railroad Bridge This mid-20th Century truss bridge appears to be newer than the highway truss bridge it is next to. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.680030 -87.809260 Railroad (Norfolk Southern and Metra SouthWest Service) Little Calumet River Palos Hills Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 4 3 280 85.34 532.5 162.31 0 0 https://historicbridges.org/illinois/southwesthighwayrr/little_p1280335_small.jpg https://historicbridges.org/illinois/southwesthighwayrr/little_p1280335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/southwesthighwayrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680030,-87.809260
3833 Penn Central Railroad Bridge This railroad bridge had a rather unattractive pedestrian walkway added to it. The technical description of the main or most noteworthy span of the bridge is a 272 ft (82.91 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.657670 -87.631150 Railroad (Penn Central) and Major Taylor Trail Little Calumet River Chicago Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 4 3 272 82.91 337 102.72 0 0 https://historicbridges.org/illinois/littlecalumetrr1/little_p1260394_small.jpg https://historicbridges.org/illinois/littlecalumetrr1/little_p1260394.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.657670,-87.631150
3834 Northbrook Railroad Bridge CChicago and North Western Railroad Bridge Number 864 A beautiful lattice truss is an important part of the vast Cook County historic bridge collection . The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.111560 -87.821550 Railroad (Union Pacific) Railroad (Metra Milwaukee District North and Canadian Pacific) Northbrook Cook County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 11 1 0 0 1912 0 American Bridge Company of New York, New York 8 8 140 42.67 140 42.67 0 0 https://historicbridges.org/illinois/northbrook/little_lattice_small.jpg https://historicbridges.org/illinois/northbrook/little_lattice.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/northbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.111560,-87.821550
3835 Indiana Harbor Belt Sanitary and Ship Canal Bridge This bridge sticks out as unlike the other truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 175.5 ft (53.49 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 41.782960 -87.825970 Railroad (Indiana Harbor Belt Railroad) Chicago Sanitary and Ship Canal Summit Cook County, Illinois Illinois United States Metal Camelback Rivet-Connected Through Truss Fixed 7 1 0 3 0 0 Unknown 4 4 175.5 53.49 340 103.63 0 0 https://historicbridges.org/illinois/sanitaryrr/little_33793_13_small.jpg https://historicbridges.org/illinois/sanitaryrr/little_33793_13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sanitaryrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.782960,-87.825970
3836 Illinois Central Little Calumet River Railroad Bridges Hidden inside the approach spans of this group of parallel truss bridges are bascule spans from an older era of this waterway. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.651060 -87.620750 Railroad (Illinois Central) Little Calumet River Riverdale Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 10 1 Metal Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 0 1925 0 Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 310 94.49 590 179.83 0 0 https://historicbridges.org/illinois/littlecalumetrr4/little_p1260129_small.jpg https://historicbridges.org/illinois/littlecalumetrr4/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.651060,-87.620750
3838 Des Plaines River Soo Line Railroad Bridge For a double-track railroad bridge, this bridge has somewhat lightweight trusses. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.904030 -87.831960 Railroad (Canadian National) Des Plaines River Maywood Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 6 6 140 42.67 140 42.67 0 0 https://historicbridges.org/illinois/soodesplaines/little_img_1562_small.jpg https://historicbridges.org/illinois/soodesplaines/little_img_1562.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/soodesplaines/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.904030,-87.831960
3840 Congress Parkway "L" Overpass Ida B. Wells Drive "L" Overpass Although much of the Chicago L could be thought of as one large bridge, this span stands out as different, independent, and noteworthy. The technical description of the main or most noteworthy span of the bridge is a 66.3 ft (20.21 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.875710 -87.626020 Railroad (Chicago Transit Authority "L" Orange Line) Congress Parkway (Ida B. Wells Drive) Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Deck Truss Fixed 10 1 0 0 0 0 Unknown 6 5 66.3 20.21 0 0 0 0 https://historicbridges.org/illinois/congressl/little_p1150803_small.jpg https://historicbridges.org/illinois/congressl/little_p1150803.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/congressl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.875710,-87.626020
3844 Evanston-Wilmette Railroad Bridge A tradtional, fixed truss bridge perhaps stands out in Cook County for those reasons. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Carlton R. Dart. 42.065560 -87.686580 Railroad (Chicago Transit Authority "L" Purple Line) North Shore Channel Evanston Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1909 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Carlton R. Dart 5 5 175 53.34 425 129.54 0 0 https://historicbridges.org/illinois/evanstonrr/little_dscf2700_small.jpg https://historicbridges.org/illinois/evanstonrr/little_dscf2700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/evanstonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.065560,-87.686580
3846 Steubenville Railroad Bridge A massive and impressive continuous truss bridge. The technical description of the main or most noteworthy span of the bridge is a 571 ft (174.04 m) metal continuous rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.376110 -80.608530 Railroad (Norfolk Southern) Ohio River Steubenville and Weirton Jefferson County, Ohio and Brooke County, West Virginia West Virginia United States Metal Baltimore Rivet-Connected Through Truss Fixed 0 Continuous 3 Metal Warren Rivet-Connected Deck Truss Fixed 6 0 1926 0 American Bridge Company of New York, New York 8 8 571 174.04 2011 612.95 0 0 https://historicbridges.org/ohio/steubenvillerr2/little_dscf8593_small.jpg https://historicbridges.org/ohio/steubenvillerr2/little_dscf8593.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/steubenvillerr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.376110,-80.608530
3847 Bishop Road Bridge This bridge represents the last chapter in the history of the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.159000 -76.976780 Bishop Road (TR-612) Yellow Breeches Creek Rural Cumberland County, Pennsylvania and York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1898 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 132 40.23 134 40.84 14.8 4.51 https://historicbridges.org/pennsylvania/bishoproad/little_bishoproad012828_small.jpg https://historicbridges.org/pennsylvania/bishoproad/little_bishoproad012828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bishoproad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.159000,-76.976780
3848 Hull Drive Bridge This bridge is a rare surviving example of a combination through and pony truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.011970 -76.977530 Hull Drive (PA-7230) Bermudian Creek Rural York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Pratt Pin-Connected Through Truss Fixed 4 1 1896 0 Wrought Iron Bridge Company of Canton, Ohio 7 8 151 46.02 223 67.97 12 3.66 https://historicbridges.org/pennsylvania/hulldrive/little_hulldrive012913_small.jpg https://historicbridges.org/pennsylvania/hulldrive/little_hulldrive012913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hulldrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.011970,-76.977530
3850 Sheepford Road Bridge Old Forge Bridge One of two rare Phoenix column bridges on this creek, this one is particularly noted for its cast iron portal bracing knees. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 40.184890 -76.911900 Sheepford Road (TR-968) Yellow Breeches Creek Lower Allen Township Cumberland County, Pennsylvania and York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1887 1975 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 112 34.14 114 34.75 13 3.96 https://historicbridges.org/pennsylvania/sheepfordroad/little_sheepfordroad012753_small.jpg https://historicbridges.org/pennsylvania/sheepfordroad/little_sheepfordroad012753.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sheepfordroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.184890,-76.911900
3851 Farley Bridge A beautiful, rare example of a classic Dean and Westbrook Phoenix Column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 42.597740 -72.437810 Farley Road Millers River Farley Franklin County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1889 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 123 37.49 127 38.71 13.8 4.21 https://historicbridges.org/massachusetts/farley/little_pict8264_small.jpg https://historicbridges.org/massachusetts/farley/little_pict8264.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/farley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.597740,-72.437810
3852 Hamden Road Bridge The only multi-span Phoenix column pony truss in the entire state. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 40.596550 -74.898080 Hamden Road (River Road) South Branch Raritan River Sunnyside Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 2 0 0 1885 1993 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 8 80 24.38 162 49.38 14.8 4.51 https://historicbridges.org/newjersey/hamden_river/little_pict5076_small.jpg https://historicbridges.org/newjersey/hamden_river/little_pict5076.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hamden_river/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.596550,-74.898080
3853 Lansdowne Bridge A rare and historically intact example of a skewed Phoenix column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 40.607760 -74.915840 Lower Landsdown Road Capoolong Creek Lansdowne Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1885 1982 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 88 26.82 94.2 28.71 15.7 4.79 https://historicbridges.org/newjersey/lowerlandsdown/little_pict4991_small.jpg https://historicbridges.org/newjersey/lowerlandsdown/little_img_1557.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowerlandsdown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.607760,-74.915840
3854 Sandy Hook Bridge A rare, classic example of a bridge fabricated by the Phoenix Bridge Company and erected by Dean and Westbrook. The technical description of the main or most noteworthy span of the bridge is a 189 ft (57.61 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.422550 -73.282090 Dayton Street Pootatuck River Sandy Hook Fairfield County, Connecticut Connecticut United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1890 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 189 57.61 189 57.61 0 0 https://historicbridges.org/connecticut/sandyhook/little_pict7831_small.jpg https://historicbridges.org/connecticut/sandyhook/little_pict7831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/sandyhook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.422550,-73.282090
3855 Walnut Street Bridge The longest known Phoenix column bridge remaining today! The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. The bridge was primarily designed by Albert Lucius of New York, New York. 40.256150 -76.887430 Walnut Street Susquehanna River Harrisburg Cumberland County, Pennsylvania and Dauphin County, Pennsylvania Pennsylvania United States Metal Baltimore Pin-Connected Through Truss Fixed 10 15 0 0 1890 1996 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents Albert Lucius of New York, New York 9 10 240 73.15 2820 859.54 18 5.49 https://historicbridges.org/pennsylvania/walnut/little_pict4424_small.jpg https://historicbridges.org/pennsylvania/walnut/little_pict4405.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/walnut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256150,-76.887430
3857 Walp Road Bridge A rare example of a pony truss that utilizes the beautiful and unique Phoenix column in its trusses, one of several such bridges in this county. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.016610 -76.052210 Walp Road (TR-342) Nescopeck Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1889 2004 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 60 18.29 62 18.9 16 4.88 https://historicbridges.org/pennsylvania/walp/little_walproadbridgeadd_6466_7_8vib_small.jpg https://historicbridges.org/pennsylvania/walp/little_walproadbridgeadd_6466_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/walp/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.016610,-76.052210
3858 Stillwater Lift Bridge This bridge is both noteworthy as a long multi-span truss bidge, and as a good example of a lift bridge. The technical description of the main or most noteworthy span of the bridge is a 143.7 ft (43.8 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 45.056700 -92.802300 MN-36 and WI-64 St. Croix River Stillwater and Houlton Washington County, Minnesota and St. Croix County, Wisconsin Minnesota and Wisconsin United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 7 1 Metal Parker Rivet-Connected Through Truss Fixed 7 8 1930 0 American Bridge Company of New York, New York Ash, Howard, Needles, and Tammen of New York, New York 8 8 143.7 43.8 1070 326.14 23 7.01 https://historicbridges.org/minnesota/stillwaterlift/little_stillwaterlift5302_small.jpg https://historicbridges.org/minnesota/stillwaterlift/little_stillwaterlift5302.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/stillwaterlift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.056700,-92.802300
3863 La Crosse Bridge Westbound Spans, Cass Street Bridge This bridge is a rare but outstanding example of a cantilever truss that was preserved by building a new bridge to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 475 ft (144.78 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Klug and Smith Company of Milwaukee, Wisconsin and Minneapolis Bridge Company of Minneapolis, Minnesota. The bridge was primarily designed by Wisconsin State Highway Commission. 43.809180 -91.259390 Cass Street (Westbound US-16 and US-14) Mississippi River and Various Streets La Crosse La Crosse County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Through Truss Fixed 17 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 6 1940 1983 Klug and Smith Company of Milwaukee, Wisconsin and Minneapolis Bridge Company of Minneapolis, Minnesota Wisconsin State Highway Commission 8 8 475 144.78 2532.3 771.85 30 9.14 https://historicbridges.org/wisconsin/lacrosse/little_lacrosse1247_small.jpg https://historicbridges.org/wisconsin/lacrosse/little_lacrosse1247.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/lacrosse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.809180,-91.259390
3868 Bridge Street Bridge This awe-inspiring bridge is an unusual, small continuous truss and is very photogenic. The technical description of the main or most noteworthy span of the bridge is a 222.8 ft (67.91 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by H. E. Bunce. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 42.147700 -77.060770 Bridge Street Chemung River Corning Steuben County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 10 Continuous 3 0 0 1937 1999 H. E. Bunce Ash, Howard, Needles, and Tammen of New York, New York 7 9 222.8 67.91 586 178.61 37 11.28 https://historicbridges.org/newyork/corning/little_img_5549_small.jpg https://historicbridges.org/newyork/corning/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/corning/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.147700,-77.060770
3869 Burlington Skyway Bridge Burlington Bay James N. Allan Skyway Bridge This landmark bridge is an extremely rare surviving example of its type in Canada. The technical description of the main or most noteworthy span of the bridge is a 495 ft (150.88 m) metal continuous (arch and suspended deck) rivet-connected through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada). The bridge was primarily designed by Philip Louis Pratley. 43.298330 -79.797010 Queen Elizabeth Way (QEW) Burlington Canal Burlington and Hamilton Halton Region, Ontario and Hamilton City, Ontario Ontario Canada Metal Rivet-Connected Through Truss Fixed 0 Continuous (Arch and Suspended Deck) 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 0 1958 1988 Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada) Philip Louis Pratley 7 7 495 150.88 8400 2560.32 98 29.87 https://historicbridges.org/ontario/burlingtonskyway/little_burlingtonskyway0265_small.jpg https://historicbridges.org/ontario/burlingtonskyway/little_burlingtonskyway0265.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/burlingtonskyway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.298330,-79.797010
3870 Belle Vernon Bridge Speers - Belle Vernon Bridge This graceful looking bridge is a rare example of its kind and a major pre-interstate structure now a part of I-70. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.126850 -79.878030 I-70 Monongahela River, Railroads, and Roads Speers and Belle Vernon Fayette County, Pennsylvania and Washington County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 12 Continuous (Arch and Suspended Deck) 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 Continuous 9 1951 1993 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 8 6 450 137.16 2066 629.72 75 22.86 https://historicbridges.org/pennsylvania/speers/little_dscf8912_small.jpg https://historicbridges.org/pennsylvania/speers/little_dscf8912.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/speers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.126850,-79.878030
3871 Jefferson Street Viaduct A rare multi-span Warren deck continuous truss bridge is a landmark for Ottumwa. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 41.013230 -92.412140 Jefferson Street Des Moines River Ottumwa Wapello County, Iowa Iowa United States Metal Warren Rivet-Connected Deck Truss Fixed 12 Continuous 9 Metal Deck Girder Fixed 0 8 1936 1984 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 8 150 45.72 2120.5 646.33 33.1 10.09 https://historicbridges.org/iowa/ottumwa/little_dscf6054_small.jpg https://historicbridges.org/iowa/ottumwa/little_dscf6054.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/ottumwa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.013230,-92.412140
3875 Turners Falls - Gill Bridge Gill - Montague Bridge This is a stunning bridge with art deco style detailing evident in its aesthetic treatment. The technical description of the main or most noteworthy span of the bridge is a 450.2 ft (137.22 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Daniel O'Connells Sons of Holyoke, Massachusetts. 42.611400 -72.551980 Main Road (Avenue A) Connecticut River Turners Falls and Riverside Franklin County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 3 1938 2013 Daniel O'Connells Sons of Holyoke, Massachusetts 7 8 450.2 137.22 1733 528.22 27.6 8.41 https://historicbridges.org/massachusetts/gillmontague/little_pict8309_small.jpg https://historicbridges.org/massachusetts/gillmontague/little_img_2564.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/gillmontague/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.611400,-72.551980
3876 Greenlane Farms Bridge One of two rare Phoenix column bridges on this creek, this one is particularly noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 40.224510 -76.898030 Greenland Drive Yellow Breeches Creek Rural Cumberland County, Pennsylvania and York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1889 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 131 39.93 133 40.54 13 3.96 https://historicbridges.org/pennsylvania/greenlanefarms/little_greenlanefarms012651_small.jpg https://historicbridges.org/pennsylvania/greenlanefarms/little_greenlanefarms012651.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greenlanefarms/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.224510,-76.898030
3878 Craighead Bridge This is only the latest Pittsburgh Bridge Company bridge to be demolished by the very state its builder called home. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 40.146800 -77.172630 Zion Road (TR-520) Yellow Breeches Creek Rural Cumberland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1899 0 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 7 7 132 40.23 134 40.84 13.5 4.11 https://historicbridges.org/pennsylvania/craigheadbridge/little_craigheadbridge013096_small.jpg https://historicbridges.org/pennsylvania/craigheadbridge/little_craigheadbridge013096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/craigheadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.146800,-77.172630
3879 Bloor Street Humber River Bridge Although trees make it hard to see the whole bridge, this is a fairly long multi-span example of a steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. 43.648450 -79.491960 Bloor Street Humber River Toronto Toronto City, Ontario Ontario Canada Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 10 6 0 0 1923 2010 Unknown 6 6 146 44.5 748 227.99 0 0 https://historicbridges.org/ontario/bloorstreethumberriver/little_bloorstreethumberriver0597_8_9_fused_small.jpg https://historicbridges.org/ontario/bloorstreethumberriver/little_bloorstreethumberriver0597_8_9_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bloorstreethumberriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.648450,-79.491960
3880 Centre Island Bridge Avenue of the Islands Bridge A centerpiece of an island park, despite alteration, this is a highly significant example of a very unusual bridge design. The technical description of the main or most noteworthy span of the bridge is a metal Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. 43.619110 -79.374330 Avenue of the Islands Long Pond Toronto Toronto City, Ontario Ontario Canada Metal Solid Ribbed Spandrel Braced Deck Arch Fixed 0 3 0 0 0 0 Unknown 7 7 0 0 157.5 48.01 0 0 https://historicbridges.org/ontario/avenueoftheislands/little_avenueoftheislandsbridge0845_small.jpg https://historicbridges.org/ontario/avenueoftheislands/little_avenueoftheislandsbridge0845.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/avenueoftheislands/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.619110,-79.374330
3881 Chaudière Bridge (Pont Chaudière) This impressive Pennsylvania truss bridge also has an unusual support and approach system. The technical description of the main or most noteworthy span of the bridge is a 238.2 ft (72.6 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.421260 -75.718340 Rue Eddy (Booth Street) Ottawa River (Rivière des Outaouais) Ottawa and Gatineau Ottawa City, Ontario and Outaouais, Québec Ontario and Québec Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 12 1 Stone Semicircular Deck Arch Fixed 0 0 1919 2011 Dominion Bridge Company of Montréal, Québec 7 8 238.2 72.6 0 0 0 0 https://historicbridges.org/ontario/chaudiere/little_p1050697_small.jpg https://historicbridges.org/ontario/chaudiere/little_p1050697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chaudiere/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.421260,-75.718340
3882 Dundas Street Bridge This steel arch bridge has been altered, but it retains its original main span and some approach spans. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 43.661720 -79.355490 Dundas Street Don River, Don Valley Parkway, and Railroad Toronto Toronto City, Ontario Ontario Canada Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 1 Metal Deck Girder Fixed 0 3 1911 0 Unknown 6 5 142 43.28 396 120.7 0 0 https://historicbridges.org/ontario/dundasstreet/little_torontodundas_8894_5_6vib_small.jpg https://historicbridges.org/ontario/dundasstreet/little_torontodundas_8894_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dundasstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.661720,-79.355490
3883 Gerrard Street Bridge Although its deck has been replaced and modernized, this bridge retains a superstructure of three shallow arch spans The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 43.664500 -79.356350 Gerrard Street Don River, Don Valley Parkway, and Railroad Toronto Toronto City, Ontario Ontario Canada Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 3 0 0 1923 0 Unknown 6 6 150 45.72 430 131.06 0 0 https://historicbridges.org/ontario/gerrardstreet/little_gerrardstreet1447_small.jpg https://historicbridges.org/ontario/gerrardstreet/little_gerrardstreet1447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gerrardstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.664500,-79.356350
3884 Leaside Bridge Confederation Bridge This tall and long bridge was widened significantly in the late 1960s. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Frank Barber of Toronto, Ontario. 43.699330 -79.350580 Millwood Road Don River, Don Valley Parkway, and Railroad Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 11 0 0 1927 2006 Unknown Frank Barber of Toronto, Ontario 6 7 125 38.1 1443 439.83 0 0 https://historicbridges.org/ontario/leaside/little_leasidebridge1667_small.jpg https://historicbridges.org/ontario/leaside/little_leasidebridge1667.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/leaside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.699330,-79.350580
3885 Henley Bridge Twin multi-span arch bridges for QEW traffic with detailed statues on top. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.178570 -79.272400 Queen Elizabeth Way (QEW) 12 Mile Creek St. Catharines Niagara Region, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1939 1990 Unknown 6 7 150 45.72 715 217.93 0 0 https://historicbridges.org/other/qew/little_pict6798_small.jpg https://historicbridges.org/other/qew/little_pict6798.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/qew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.178570,-79.272400
3902 Marine Parkway Bridge Gil Hodges Memorial Bridge Designed by a famed engineer, this is one of the most aesthetically pleasing vertical lift bridges ever constructed. The technical description of the main or most noteworthy span of the bridge is a 540 ft (164.59 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by David Steinman of New York, New York. 40.573470 -73.884990 Marine Parkway Rockaway Inlet New York Queens, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 14 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 14 14 1936 2009 American Bridge Company of New York, New York David Steinman of New York, New York 8 8 540 164.59 3985 1214.63 48 14.63 https://historicbridges.org/newyork/marineparkwaybridge/little_marineparkwaybridge010253_small.jpg https://historicbridges.org/newyork/marineparkwaybridge/little_marineparkwaybridge010253.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/marineparkwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.573470,-73.884990
3903 Flats Industrial Railroad Bridge Cuyahoga River Bridge #8 This bridge is one of several vertical lifts in Cleveland. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 41.492080 -81.699690 Railroad (Flats Industrial Railroad) Cuyahoga River Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 10 1 0 0 1953 0 Mount Vernon Bridge Company of Mount Vernon, Ohio Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 5 6 0 0 260 79.25 0 0 https://historicbridges.org/ohio/flatsrr/bkg_cleveland063_small.jpg https://historicbridges.org/ohio/flatsrr/cleveland0068.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/flatsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.492080,-81.699690
3904 Fort Henry Bridge Ninth Street Bridge This large and impressive steel arch bridge predates the Interstate Highway System. The technical description of the main or most noteworthy span of the bridge is a 577 ft (175.87 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 40.071900 -80.727410 I-70, US-40, US-250 Ohio River Wheeling Ohio County, West Virginia West Virginia United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 9 1955 1990 American Bridge Company of New York, New York Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 7 7 577 175.87 1660 505.97 53.5 16.31 https://historicbridges.org/wvirginia/forthenry/little_addforthenrybridge_1080_1_2vib_small.jpg https://historicbridges.org/wvirginia/forthenry/little_addforthenrybridge_1080_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/forthenry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.071900,-80.727410
3905 Julien Dubuque Bridge This attractive bridge was cutting edge technology when it was built, due to its innovative design. The technical description of the main or most noteworthy span of the bridge is a 845 ft (257.56 m) metal continuous (arch and suspended deck) tied Braced Ribbed through arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 42.491340 -90.655400 US-20 and IL-35 (Dodge Street) Mississippi River, Railroad, and Various Streets Dubuque and East Dubuque Dubuque County, Iowa and Jo Daviess County, Illinois Iowa and Illinois United States Metal Braced Ribbed Tied Through Arch Fixed 0 Continuous (Arch and Suspended Deck) 3 Metal Deck Girder Fixed 0 Cantilever 13 1943 1992 Bethlehem Steel Company of Bethlehem, Pennsylvania Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 8 9 845 257.56 5760 1755.65 28 8.53 https://historicbridges.org/iowa/juliendubuque/little_juliendubuque4736_small.jpg https://historicbridges.org/iowa/juliendubuque/little_juliendubuque4736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/juliendubuque/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.491340,-90.655400
3912 ! 27th Avenue Bridge One of two beautiful art deco pedestrian overpasses of unusual design crossing this parkway. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal one-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 40.587590 -73.991810 Pedestrian Walkway Belt Parkway (NY-907C) New York Brooklyn, New York New York United States Metal Solid Ribbed One-Hinged Deck Arch Fixed 0 1 0 0 1941 0 Unknown 6 6 130 39.62 133 40.54 0 0 https://historicbridges.org/newyork/beltparkway27thavenue/little_beltparkway27thavenue010166_small.jpg https://historicbridges.org/newyork/beltparkway27thavenue/little_beltparkway27thavenue010166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beltparkway27thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.587590,-73.991810
3913 Belt Parkway Bridge This bridge is a steel beam bridge with attractive arched beams. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.595960 -74.000010 Belt Parkway (NY-907C) Bay Parkway New York Brooklyn, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1941 0 Unknown 3 2 85 25.91 88 26.82 68 20.73 https://historicbridges.org/newyork/beltparkwaybayparkway/little_beltparkwaybayparkway010145_small.jpg https://historicbridges.org/newyork/beltparkwaybayparkway/little_beltparkwaybayparkway010145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beltparkwaybayparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.595960,-74.000010
3914 26th Avenue Bridge A representative example of a stone faced concrete rigid-frame bridge on the Belt Parkway, where this bridge type is less common. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. 40.589770 -73.992920 Belt Parkway (NY-907C) 26th Avenue New York Brooklyn, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 1 0 0 1941 0 Unknown 4 1 71 21.64 80.7 24.6 68 20.73 https://historicbridges.org/newyork/beltparkway26thavenue/little_beltparkway26thavenue010156_small.jpg https://historicbridges.org/newyork/beltparkway26thavenue/little_beltparkway26thavenue010156.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beltparkway26thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.589770,-73.992920
3917 ! Pelham Bridge With large concrete arch approach spans and a tiny double-leaf bascule span, this bridge is an early example of both types of bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 40.862110 -73.815750 Shore Road Hutchinson River (Eastchester Bay) New York The Bronx, New York New York United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Rolling Lift 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 6 1908 1985 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 6 6 80 24.38 838 255.42 39.7 12.1 https://historicbridges.org/newyork/shoreroadhutchinsonriver/little_shoreroadhutchinsonriver011133_small.jpg https://historicbridges.org/newyork/shoreroadhutchinsonriver/little_shoreroadhutchinsonriver011133.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/shoreroadhutchinsonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.862110,-73.815750
3918 Verrazzano-Narrows Bridge Verrazano-Narrows Bridge This enormous bridge had the longest suspension span in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 4260 ft (1298.45 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Othmar Ammann. 40.606390 -74.045290 I-278 (Staten Island Expressway and Brooklyn - Queens Expressway) The Narrows New York Brooklyn, New York and Staten Island, New York New York United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Deck Girder Fixed 0 6 1961 0 American Bridge Company of New York, New York Othmar Ammann 9 9 4260 1298.45 7934 2418.28 73.8 22.49 https://historicbridges.org/newyork/verrazanonarrows/little_verrazanonarrows010076_small.jpg https://historicbridges.org/newyork/verrazanonarrows/little_verrazanonarrows010076.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/verrazanonarrows/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.606390,-74.045290
3924 Jackson Street Bridge Although severely altered, the remaining truss lines of this bridge are a rare example of a lattice truss swing bridge, one of two in Newark. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Fagan Iron Works of Jersey City, New Jersey. The bridge was primarily designed by James Owen. 40.733790 -74.155280 Frank E. Rodgers Blvd and Jackson Street (CR-697) Passaic River Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1898 1991 Fagan Iron Works of Jersey City, New Jersey James Owen 8 8 221 67.36 467 142.34 39 11.89 https://historicbridges.org/newjersey/jacksonstreet/little_jacksonstreet012001_small.jpg https://historicbridges.org/newjersey/jacksonstreet/little_jacksonstreet012001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/jacksonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.733790,-74.155280
3925 Clay Street Bridge This is a rare example of a lattice truss swing bridge with a genuinely curved top chord, one of two in Newark. The technical description of the main or most noteworthy span of the bridge is a 235.2 ft (71.69 m) metal rivet-connected Lattice (Quadruple Warren) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by A. E. Sandford Company of Hoboken, New Jersey. The bridge was primarily designed by James Owen. 40.751050 -74.165230 Clay Street (Central Avenue) Passaic River Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 2 1908 1975 A. E. Sandford Company of Hoboken, New Jersey James Owen 9 9 235.2 71.69 328 99.97 36.7 11.19 https://historicbridges.org/newjersey/clay/little_clay012040_small.jpg https://historicbridges.org/newjersey/clay/little_clay012040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/clay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.751050,-74.165230
3927 Burritts Rapids Bridge This hand-turned bobtail swing bridge is noted for its unusual appearance, a result of its bobtail design and limited use of overhead bracing. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. 44.980020 -75.796200 Grenville Street Rideau Canal Burritts Rapids Leeds and Grenville United Counties, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Bobtail 7 1 0 0 1897 2018 Central Bridge and Engineering Company of Peterborough, Ontario William H. Law of Peterborough, Ontario 8 8 0 0 65.5 19.96 13 3.96 https://historicbridges.org/ontario/burrittsrapids/little_burrittsrapids2440_small.jpg https://historicbridges.org/ontario/burrittsrapids/little_burrittsrapids2440.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/burrittsrapids/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.980020,-75.796200
3929 Beckwith Street Bridge In place of a traditional trussed tower, this bridge with a somewhat European appearance has a cable stay system over the swing pivot. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Double-Intersection Warren pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Robert Weddell Bridge and Engine Works of Trenton, Ontario. 44.901040 -76.245990 Beckwith Street Tay River (Tay Canal) Perth Lanark County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Bobtail 0 1 Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 1889 0 Robert Weddell Bridge and Engine Works of Trenton, Ontario 8 8 77 23.47 147 44.81 14.5 4.42 https://historicbridges.org/ontario/beckwith/little_beckwith2906_small.jpg https://historicbridges.org/ontario/beckwith/little_beckwith2906.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/beckwith/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.901040,-76.245990
3930 Plaza Bridge This extremely unusual bridge is a very wide variety of Y bridge. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.424610 -75.694860 Wellington Street, Rideau Street, and Elgin Street Rideau Canal Ottawa Ottawa City, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1912 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/ontario/ottawawellington/little_p1050615_small.jpg https://historicbridges.org/ontario/ottawawellington/little_p1050615.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ottawawellington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.424610,-75.694860
3931 Old Slys Road Bridge One of two operable plate girder swing bridges in town. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 44.893320 -76.004770 Old Slys Road Rideau Canal Smiths Falls Lanark County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1962 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/smithsfallsoldslys/little_smithsfallsoldslys2622_small.jpg https://historicbridges.org/ontario/smithsfallsoldslys/little_smithsfallsoldslys2622.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsoldslys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.893320,-76.004770
3932 Abbott Street Bridge One of two operable plate girder swing bridges in town. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 44.896070 -76.026720 Abbott Street Rideau Canal Smiths Falls Lanark County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1956 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/smithsfallsabbott/little_smithsfallsabbott2849_small.jpg https://historicbridges.org/ontario/smithsfallsabbott/little_smithsfallsabbott2849.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsabbott/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.896070,-76.026720
3934 Smiths Falls Bascule Bridge This early surviving example of a Scherzer rolling lift bascule is a National Historic Site of Canada! The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 44.895830 -76.029210 Railroad (Abandoned Canadian Northern) Rideau Canal Smiths Falls Lanark County, Ontario Ontario Canada Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Through Girder Fixed 0 2 1913 0 Dominion Bridge Company of Montréal, Québec Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 9 69 21.03 0 0 0 0 https://historicbridges.org/ontario/smithsfallsbascule/little_smithsfallsbascule2873_small.jpg https://historicbridges.org/ontario/smithsfallsbascule/little_smithsfallsbascule2873.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsbascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.895830,-76.029210
3935 Narrows Bridge Photos and videos are available showing this hand turned swing bridge in operation! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 44.702940 -76.295900 Narrows Lock Road (CR-14) Rideau Lake (Rideau Canal) Rural Leeds and Grenville United Counties, Ontario Ontario Canada Metal Pratt Rivet-Connected Pony Truss Movable: Swing Center Bearing Bobtail 6 1 0 0 1898 1964 Unknown 7 8 0 0 69.7 21.24 13 3.96 https://historicbridges.org/ontario/narrowsbridge/little_889canon0804_small.jpg https://historicbridges.org/ontario/narrowsbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/narrowsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.702940,-76.295900
3940 Cedar Street Bridge Feed Mill Road Bridge Built by the company that later bacame the Penn Bridge Company, this ancient metal bridge has unique design details. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by T. and S. White of New Brighton, Pennsylvania. 39.851380 -77.797960 Cedar Street (Feed Mill Road, TR-481) Back Creek Williamson Franklin County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 8 1 0 0 1876 0 T. and S. White of New Brighton, Pennsylvania 9 9 117 35.66 119 36.27 13.8 4.21 https://historicbridges.org/pennsylvania/feedmillroadbridge/little_feedmillroadbridge013354_small.jpg https://historicbridges.org/pennsylvania/feedmillroadbridge/little_feedmillroadbridge013354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/feedmillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.851380,-77.797960
3941 Williamson Railroad Bridge This is an abandoned and fairly old railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.851350 -77.798120 Railroad (Abandoned Southern Pennsylvania Iron and Railroad Company) Back Creek Williamson Franklin County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/feedmillroadbridgerr/little_feedmillroadbridgerr013351_small.jpg https://historicbridges.org/pennsylvania/feedmillroadbridgerr/little_feedmillroadbridgerr013351.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/feedmillroadbridgerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.851350,-77.798120
3945 Watson Road Bridge This is a representative example of an original Turnpike plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.015970 -78.590840 Watson Road (PA-4007) I-70 (Pennsylvania Turnpike) Rural Bedford County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1939 1994 Unknown 4 5 97 29.57 101 30.78 20 6.1 https://historicbridges.org/pennsylvania/turnpike_watson/little_main_small.jpg https://historicbridges.org/pennsylvania/turnpike_watson/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_watson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.015970,-78.590840
3947 ! Aulwurm Drive Bridge Just about everything that could go wrong with this rare multi-span pony truss has gone wrong. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.649600 -87.667920 Aulwurm Drive Little Calumet River Blue Island Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Pony Truss Fixed 3 4 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/illinois/aulwurm/little_p1180514_small.jpg https://historicbridges.org/illinois/aulwurm/little_p1180527.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/aulwurm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.649600,-87.667920
3954 Mackinac Trail Bridge This attractive arch bridge has several unusual details. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. S. Decker of Flint, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.018430 -84.718520 Mackinac Trail Carp River Rural Mackinac County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 1929 A. S. Decker of Flint, Michigan Michigan State Highway Department 5 7 59.7 18.2 60 18.29 22 6.71 https://historicbridges.org/michigan/mackinactrail/little_p1030166_small.jpg https://historicbridges.org/michigan/mackinactrail/little_p1030166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mackinactrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.018430,-84.718520
3960 ! Wittpenn Bridge This vertical lift bridge with its unique curved approach has been sentenced to the scrapyard despite its historic significance. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri and Sigvald Johannesson. 40.740460 -74.081430 Newark Avenue (NJ-7) Hackensack River Kearny and Jersey City Hudson County, New Jersey New Jersey and New York United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 0 1 Metal Camelback Rivet-Connected Through Truss Fixed 0 19 1930 1957 Strobel Steel Construction Company of Chicago, Illinois Harrington, Howard, and Ash of Kansas City, Missouri and Sigvald Johannesson 7 7 206 62.79 2126 648 40 12.19 https://historicbridges.org/newjersey/wittpennbridge/little_wittpennbridge011594_small.jpg https://historicbridges.org/newjersey/wittpennbridge/little_wittpennbridge011594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/wittpennbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.740460,-74.081430
3963 Lower Hack Bridge This is one of several vertical lift bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 40.743190 -74.077150 Railroad (New Jersey Transit Morristown Line) Hackensack River Kearny and Jersey City Hudson County, New Jersey New Jersey and New York United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 7 1 Metal Deck Girder Fixed 0 0 1928 0 American Bridge Company of New York, New York Waddell and Hardesty of New York, New York 7 7 198 60.35 1480 451.1 0 0 https://historicbridges.org/newjersey/lowerhacklift/little_lowerhacklift011479_small.jpg https://historicbridges.org/newjersey/lowerhacklift/little_lowerhacklift011479.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowerhacklift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.743190,-74.077150
3964 PATH Lift Bridge This is one of a unique group of vertical lift bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 331.5 ft (101.04 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. 40.740080 -74.082770 Railroad (Port Authority Trans-Hudson (PATH)) Hackensack River Kearny and Jersey City Hudson County, New Jersey New Jersey and New York United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 10 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 0 1928 0 Unknown 7 7 331.5 101.04 3015 918.97 0 0 https://historicbridges.org/newjersey/pathliftbridge/little_pathliftbridge011613_small.jpg https://historicbridges.org/newjersey/pathliftbridge/little_pathliftbridge011613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pathliftbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.740080,-74.082770
3967 Mineral Road Bridge Located in a highly scenic location, this bridge sits on an unusual metal bent and has been preserved for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.595810 -72.496110 Mineral Road Millers River Rural Franklin County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 1 1888 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 105 32 160 48.77 12.8 3.9 https://historicbridges.org/massachusetts/mineralroad/little_mineralroad009323hdr_small.jpg https://historicbridges.org/massachusetts/mineralroad/little_mineralroad009323hdr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/mineralroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.595810,-72.496110
3968 Rocks Village Bridge The oldest example of riveted connections in the state, this bizarre bridge has a five unique span types built during three different instances. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.810278 -71.000000 Bridge Street Merrimack River Rocks Village Essex County, Massachusetts Massachusetts United States Metal Double-Intersection Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Rivet-Connected Truss Fixed 0 5 1883 1914 Boston Bridge Works of Boston, Massachusetts 9 10 192 58.52 812 247.5 24 7.32 https://historicbridges.org/massachusetts/rocksvillage/little_pict6416_small.jpg https://historicbridges.org/massachusetts/rocksvillage/little_pict6416.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/rocksvillage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.810278,-71.000000
3969 2nd Level Canal Railroad Bridge This bridge crosses roads and a canal with different spans types. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.207280 -72.601190 Railroad (Amtrak) 2nd Level Canal and Lyman Street and Canal Street (MA-116) Holyoke Hampden County, Massachusetts Massachusetts United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 Metal Deck Girder Fixed 0 2 1928 0 Boston Bridge Works of Boston, Massachusetts 5 5 135 41.15 550 167.64 0 0 https://historicbridges.org/massachusetts/holyokerr3/little_pict8162_small.jpg https://historicbridges.org/massachusetts/holyokerr3/little_pict8162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/holyokerr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.207280,-72.601190
3971 County Street Bridge One of several ancient and historic stone arch bridges in Ipswich. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Joseph Ross of Ipswich, Massachusetts. 42.678680 -70.835220 County Street Ipswich River Ipswich Essex County, Massachusetts Massachusetts United States Stone Segmental Deck Arch Fixed 0 2 0 0 1861 2006 Joseph Ross of Ipswich, Massachusetts 7 7 30 9.14 68 20.73 30 9.14 https://historicbridges.org/massachusetts/county/little_img_1820_small.jpg https://historicbridges.org/massachusetts/county/little_img_1820.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/county/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.678680,-70.835220
3972 Green Street Bridge One of the largest of several ancient and historic stone arch bridges in Ipswich. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Joseph Ross of Ipswich, Massachusetts. The bridge was primarily designed by Charles A. Putnam of Salem, Massachusetts. 42.679820 -70.831150 Green Street Ipswich River Ipswich Essex County, Massachusetts Massachusetts United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1894 1996 Joseph Ross of Ipswich, Massachusetts Charles A. Putnam of Salem, Massachusetts 8 7 47 14.33 102 31.09 23 7.01 https://historicbridges.org/massachusetts/green/little_pict6305_small.jpg https://historicbridges.org/massachusetts/green/little_pict6305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/green/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.679820,-70.831150
3973 Central Bridge John E. Cox Memorial Bridge A rare example of a small-scale cantilever bridge structure. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Joseph R. Worcester and Company of Boston, Massachusetts. 42.647778 -71.305556 Bridge Street Merrimack River Lowell Middlesex County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Through Truss Fixed 10 Cantilever 3 0 0 1937 0 American Bridge Company of New York, New York Joseph R. Worcester and Company of Boston, Massachusetts 7 7 197 60.05 474 144.48 40 12.19 https://historicbridges.org/massachusetts/lowell/little_pict6609_small.jpg https://historicbridges.org/massachusetts/lowell/little_pict6609.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lowell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.647778,-71.305556
3974 Lowell Canal Bridge Prescott Yard Railroad Bridge A small, lightweight pony truss that likely was originally built for the use of area mills and industry. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.644520 -71.307340 Pedestrian Walkway Eastern Canal Lowell Middlesex County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/lowellcanal/little_pict6759_small.jpg https://historicbridges.org/massachusetts/lowellcanal/little_pict6759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lowellcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.644520,-71.307340
3976 5th Street Footbridge Turners Falls Road Pedestrian Bridge An old riveted pedestrian bridge likely built to allow workers to cross the canal to get to the mills on the other side. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.608440 -72.560610 Pedestrian Walkway Power Canal Turners Falls Franklin County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 1912 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/turnersfalls2/little_pict8359_small.jpg https://historicbridges.org/massachusetts/turnersfalls2/little_pict8359.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/turnersfalls2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.608440,-72.560610
3977 Arch Street Bridge A traditional, attractive stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.349660 -72.693490 Railroad (Abandoned) Arch Street Northampton Hampshire County, Massachusetts Massachusetts United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1867 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/massachusetts/northampton_arch/little_pict8237_small.jpg https://historicbridges.org/massachusetts/northampton_arch/little_pict8237.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northampton_arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349660,-72.693490
3978 Hotel Bridge Leeds Hotel Bridge For a truss bridge with standard height trusses, this is an extremely long span. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.350510 -72.701600 Old Shephard Road Mill River Northampton Hampshire County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1880 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 129 39.32 131 39.93 11.2 3.41 https://historicbridges.org/massachusetts/hotel/little_pict8194_small.jpg https://historicbridges.org/massachusetts/hotel/little_img_2540b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/hotel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.350510,-72.701600
3979 Westfield Bridge Great River Bridge This attractive and unusual continuous through truss was preserved as a one-way couplet with a new bridge carrying northbound traffic. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Daniel O'Connells Sons of Holyoke, Massachusetts. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. 42.129060 -72.746170 Elm Street (Southbound US-202 and MA-10) Westfield River Westfield Hampden County, Massachusetts Massachusetts United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 Continuous 2 0 0 1938 2009 Daniel O'Connells Sons of Holyoke, Massachusetts Fay, Spofford, and Thorndike of Boston, Massachusetts 7 7 184 56.08 375 114.3 40 12.19 https://historicbridges.org/massachusetts/westfield/little_westfield008501_small.jpg https://historicbridges.org/massachusetts/westfield/little_westfield008501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/westfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.129060,-72.746170
3980 Westfield Railroad Bridge This is a rare use of a double-Warren truss configuration on a railroad through truss. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 42.129450 -72.747260 Railroad (Abandoned) Westfield River Westfield Hampden County, Massachusetts Massachusetts United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 12 2 0 0 1910 1919 Boston Bridge Works of Boston, Massachusetts 7 7 161 49.07 326.4 99.49 0 0 https://historicbridges.org/massachusetts/westfieldrr/little_westfieldrr008428_small.jpg https://historicbridges.org/massachusetts/westfieldrr/little_westfieldrr008428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/westfieldrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.129450,-72.747260
3981 Welland Main Street Bridge Welland Canal Bridge #13 This large vertical lift bridge no longer raises for boats, but has a notable skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 42.991680 -79.251590 Westbound Main Street Welland Recreational Waterway Welland Niagara Region, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 9 1 0 2 1930 0 Dominion Bridge Company of Montréal, Québec Ash, Howard, Needles, and Tammen of New York, New York 7 6 0 0 231.5 70.56 30 9.14 https://historicbridges.org/truss/wellandmain/little_bkg05summer01_small.jpg https://historicbridges.org/truss/wellandmain/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wellandmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.991680,-79.251590
3982 Glendale Avenue Bridge Welland Canal Bridge #5 An extensive photo-documentation of one of several beautiful and functional vertical lifts on Welland Canal. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 43.145240 -79.192340 Glendale Avenue Welland Canal St. Catharines Niagara Region, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 9 1 0 0 0 0 Unknown Ash, Howard, Needles, and Tammen of New York, New York 7 6 0 0 0 0 0 0 https://historicbridges.org/truss/glendale/little_pict7118_small.jpg https://historicbridges.org/truss/glendale/little_pict7118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/glendale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.145240,-79.192340
3983 Dain City Railway Bridge Welland Canal Bridge #17 This cool railroad vertical lift, serving a single set of tracks, is much more narrow than the highway bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 42.949360 -79.249750 Railroad (Trillium Railway) Welland Canal (Abandoned) Dain City Niagara Region, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 9 1 Metal Deck Girder Fixed 0 0 0 0 Unknown Ash, Howard, Needles, and Tammen of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/truss/forksrr/little_p1420266_small.jpg https://historicbridges.org/truss/forksrr/little_p1420266.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/forksrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.949360,-79.249750
3984 Clarence Street Bridge Welland Canal Bridge #21 This is the southernmost bridge on the Welland Canal and an outstanding example of the vertical lift bridges used on the canal. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 42.886380 -79.248530 Clarence Street Welland Canal Port Colborne Niagara Region, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 9 1 0 0 0 0 Hamilton Bridge Company of Hamilton, Ontario Ash, Howard, Needles, and Tammen of New York, New York 7 7 240 73.15 0 0 0 0 https://historicbridges.org/ontario/portcolborneclarence/little_p1420087_small.jpg https://historicbridges.org/ontario/portcolborneclarence/little_p1420087.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcolborneclarence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.886380,-79.248530
3985 Allanburg Bridge Welland Canal Bridge #11 One of the Welland Canal lift bridges, this bridge survived a collision with a freightor. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 43.076560 -79.210280 RR-20 Welland Canal Allanburg Niagara Region, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 9 1 0 0 1932 2001 Unknown Ash, Howard, Needles, and Tammen of New York, New York 7 6 200 60.96 0 0 0 0 https://historicbridges.org/truss/kh20lift/little_allanburgbridge0103_small.jpg https://historicbridges.org/truss/kh20lift/little_allanburgbridge0103.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kh20lift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076560,-79.210280
3987 US-1/US-9 Truck Passaic River Bridge This is the older and more significant of two similar vertical lift bridges on this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 333 ft (101.5 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 40.732360 -74.117910 US-1 and US-9 Truck Route Passaic River Newark and Kearny Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 0 1 Metal Deck Girder Fixed 0 17 1941 2002 American Bridge Company of New York, New York Ash, Howard, Needles, and Tammen of New York, New York 7 6 333 101.5 2005 611.12 51 15.54 https://historicbridges.org/newjersey/us1truckpassaicriver/little_us1truckpassaicriver011823_small.jpg https://historicbridges.org/newjersey/us1truckpassaicriver/little_us1truckpassaicriver011823.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/us1truckpassaicriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.732360,-74.117910
3988 US-1/US-9 Truck Hackensack River Bridge One of two vertical lift bridges on this stretch of roadway. The technical description of the main or most noteworthy span of the bridge is a 222 ft (67.67 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 40.727350 -74.098680 US-1 and US-9 Truck Route Hackensack River Kearny and Jersey City Hudson County, New Jersey New Jersey United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 0 1 Metal Deck Girder Fixed 0 10 1954 2003 Unknown 6 5 222 67.67 1480 451.1 73.5 22.4 https://historicbridges.org/newjersey/us1truckhackensack/little_us1truckhackensack011702_small.jpg https://historicbridges.org/newjersey/us1truckhackensack/little_us1truckhackensack011702.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/us1truckhackensack/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727350,-74.098680
3991 Triborough Bridge Robert F. Kennedy Bridge This enormous and unique bridge is best thought of as three bridges combined into one giant Y-shaped bridge. The technical description of the main or most noteworthy span of the bridge is a 1380 ft (420.62 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Othmar Ammann. 40.780660 -73.927390 I-278 East River, Harlem River, Bronx Kills, and Various Streets New York The Bronx, New York and Queens, New York and Manhattan, New York New York United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 12 139 1936 2004 American Bridge Company of New York, New York Othmar Ammann 9 10 1380 420.62 13110.5 3996.08 90.6 27.61 https://historicbridges.org/newyork/triboroughbridge/little_triboroughbridge010633_small.jpg https://historicbridges.org/newyork/triboroughbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/triboroughbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.780660,-73.927390
3992 Hutchinson River Parkway Metro North Bridge One of the many locally common, nationally uncommon stone faced concrete overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.911110 -73.813860 Railroad (Metro North) Hutchinson River Parkway (NY-907W) Mount Vernon Westchester County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1926 0 Unknown 3 1 72 21.95 85 25.91 0 0 https://historicbridges.org/newyork/hutchinson_metronorth/little_main_small.jpg https://historicbridges.org/newyork/hutchinson_metronorth/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hutchinson_metronorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.911110,-73.813860
3994 Hutchinson River Parkway I-95 Bridge One of the many locally common, nationally uncommon stone faced concrete overpass bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.886750 -73.815240 I-95 (New England Thruway) Hutchinson River Parkway (NY-908A) New York The Bronx, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1956 2008 Unknown 2 1 94.2 28.71 100 30.48 93 28.35 https://historicbridges.org/newyork/hutchinson_newenglandthruway/main_small.jpg https://historicbridges.org/newyork/hutchinson_newenglandthruway/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hutchinson_newenglandthruway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.886750,-73.815240
3995 Beach Channel Drive Overpass This bridge has a notable skew and is a later example of a stone-faced concrete overpass in the city. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.571330 -73.869360 Beach Channel Drive (Westbound) Beach Channel Drive (Eastbound) New York Queens, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1950 0 Unknown 2 1 68 20.73 79.7 24.29 34.8 10.61 https://historicbridges.org/newyork/rockawaybeachboulevardbridge/little_rockawaybeachboulevardbridge010339_small.jpg https://historicbridges.org/newyork/rockawaybeachboulevardbridge/little_rockawaybeachboulevardbridge010339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rockawaybeachboulevardbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.571330,-73.869360
3996 Pelham Railroad Bridge This early surviving example of a Scherzer rolling lift bascule was apparantly once one of three here. The technical description of the main or most noteworthy span of the bridge is a 81.6 ft (24.87 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 40.863300 -73.818000 Railroad (Amtrak) Hutchinson River (Eastchester Bay) New York The Bronx, New York New York United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1908 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 81.6 24.87 0 0 0 0 https://historicbridges.org/newyork/hutchinsonriverrr/little_hutchinsonriverrr011104_small.jpg https://historicbridges.org/newyork/hutchinsonriverrr/little_hutchinsonriverrr011104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hutchinsonriverrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.863300,-73.818000
3998 Castleton Bridge Castleton-On-Hudson Bridge This attractive truss is a pleasing sight along this section of the New York State Thruway. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. 42.509900 -73.775000 New York State Thruway (Berkshire Spur) Hudson River Castleton-On-Hudson Albany County, New York and Rensselaer County, New York New York United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 20 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 53 1958 1996 Harris Structural Steel Company of New York, New York 6 7 600 182.88 5369.4 1636.59 66.3 20.21 https://historicbridges.org/newyork/castletononhudsonbridge/little_castletonbridgeadd_6715_small.jpg https://historicbridges.org/newyork/castletononhudsonbridge/little_castletonbridgeadd_6715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/castletononhudsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.509900,-73.775000
3999 Old Judd Road Bridge Colemans Mills This bridge has a European look to it thanks to its highly unusual genuinely curved top chord. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. 43.130230 -75.347280 Old Judd Road Oriskany Creek Colemans Mills Oneida County, New York New York United States Metal Parker Rivet-Connected Pony Truss Fixed 10 1 0 0 1925 1957 Unknown 8 8 102 31.09 106 32.31 17.7 5.39 https://historicbridges.org/newyork/oldjuddroadcolemansmills/little_oldjuddroadcolemansmills008242_small.jpg https://historicbridges.org/newyork/oldjuddroadcolemansmills/little_oldjuddroadcolemansmills008242.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oldjuddroadcolemansmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.130230,-75.347280
4000 Buttonwood Street Bridge This beautiful concrete arch bridge is noted for its attractive and unusual railing design, as well as its rigid-frame approach spans. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John H. Wickersham. The bridge was primarily designed by Concrete-Steel Engineering Company of New York, New York. 40.339260 -75.942860 Buttonwood Street Schuylkill River, US-422, Railroad, and River Road Reading Berks County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Rigid-Frame Fixed 0 6 1932 1972 John H. Wickersham Concrete-Steel Engineering Company of New York, New York 7 7 123 37.49 770 234.7 40 12.19 https://historicbridges.org/pennsylvania/buttonwoodstreet/little_buttonwoodstreet012352_small.jpg https://historicbridges.org/pennsylvania/buttonwoodstreet/little_buttonwoodstreet012352.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buttonwoodstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.339260,-75.942860
4002 Schuylkill Avenue Bridge Although hard to photograph, this arch bridge which is built on a curve is an attractive structure. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Seeds and Derham of Philadelphia, Pennsylvania. The bridge was primarily designed by Charles F. Sanders. 40.350540 -75.943540 Schuylkill Avenue (PA-183) Schuylkill River, River Road, and Railroad Reading Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 5 Concrete T-Beam Fixed 0 2 1924 1981 Seeds and Derham of Philadelphia, Pennsylvania Charles F. Sanders 7 6 106 32.31 670 204.22 48 14.63 https://historicbridges.org/pennsylvania/schuylkillavenue/little_schuylkillavenue012308_small.jpg https://historicbridges.org/pennsylvania/schuylkillavenue/little_schuylkillavenue012308.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350540,-75.943540
4004 ! Wiley's Bridge This beautiful bridge is an early, and one of the largest, rarest, and most ornate examples of the Penn Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.439140 -75.926640 Bowers Road (TR-748) Maiden Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 14 1 0 0 1883 1942 Penn Bridge Company of Beaver Falls, Pennsylvania 8 8 200 60.96 202 61.57 17.4 5.3 https://historicbridges.org/pennsylvania/wileysbridge/little_wileysbridge053_small.jpg https://historicbridges.org/pennsylvania/wileysbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wileysbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.439140,-75.926640
4009 Lime Valley Road Bridge One of only a few concrete cantilever girder bridges in the entire country, and one of two in Lancaster County. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete cantilever curved chord through girder, fixed. The bridge was primarily built by M. Rorabaugh of Mountville, Pennsylvania. 39.963440 -76.229360 Lime Valley Road (PA-2030) Pequea Creek Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Curved Chord Through Girder Fixed 0 Cantilever 3 0 0 1927 0 M. Rorabaugh of Mountville, Pennsylvania 9 9 62 18.9 132 40.23 20 6.1 https://historicbridges.org/pennsylvania/limevalleyroad/little_limevalleyroad012602_small.jpg https://historicbridges.org/pennsylvania/limevalleyroad/little_limevalleyroad012602.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/limevalleyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.963440,-76.229360
4010 ! Farmersville Road Bridge One of only a few concrete cantilever girder bridges in the entire country, and the older of two in Lancaster County. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete cantilever curved chord through girder, fixed. The bridge was primarily built by Paul D. Kauffman of Reading, Pennsylvania. The bridge was primarily designed by Frank H. Shaw of Lancaster, Pennstlvania. 40.127920 -76.199760 Farmersville Road (PA-1010) Conestoga River (Big Conestoga Creek) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Curved Chord Through Girder Fixed 0 Cantilever 3 0 0 1917 0 Paul D. Kauffman of Reading, Pennsylvania Frank H. Shaw of Lancaster, Pennstlvania 9 9 66 20.12 134 40.84 18 5.49 https://historicbridges.org/pennsylvania/farmersvillerd/little_farmersvilleroad012512_small.jpg https://historicbridges.org/pennsylvania/farmersvillerd/little_farmersvilleroad012512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farmersvillerd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.127920,-76.199760
4011 Andrewsville Bridge This charming through truss has been spared demolition thanks to the support of area residents. The technical description of the main or most noteworthy span of the bridge is a 124.3 ft (37.89 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 44.951170 -75.819480 Andrewsville Road Rideau River Rural Lanark County, Ontario and Leeds and Grenville United Counties, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Dominion Bridge Company of Montréal, Québec 6 7 124.3 37.89 157.7 48.07 14.4 4.39 https://historicbridges.org/ontario/andrewsville/little_andrewsville2476_small.jpg https://historicbridges.org/ontario/andrewsville/little_andrewsville2476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/andrewsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.951170,-75.819480
4013 Ogdensburg-Prescott Bridge Seaway Skyway Bridge Designed and built by prolific firms, this monumental bridge has a curved design and a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 1142.8 ft (348.33 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. 44.734770 -75.458850 NY-812 St. Lawrence River (Fleuve Saint-Laurent) Prescott and Ogdensburg Leeds and Grenville United Counties, Ontario and St. Lawrence County, New York Ontario and New York Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Rivet-Connected Deck Truss Fixed 10 29 1960 2011 American Bridge Company of New York, New York Modjeski and Masters 7 7 1142.8 348.33 7385.2 2251.01 26 7.92 https://historicbridges.org/ontario/prescottogdensburg/little_prescottogdensburg1844_6_7_fused_small.jpg https://historicbridges.org/ontario/prescottogdensburg/little_prescottogdensburg1844_6_7_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/prescottogdensburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.734770,-75.458850
4015 Iron Bridge Road Bridge This early 20th century truss bridge was relocated here onto 1868 abutments in 1924. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.141640 -74.616290 Iron Bridge Road Crosswicks Creek Rural Burlington County, New Jersey and Mercer County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 1994 Unknown 6 6 76 23.16 103 31.39 16.7 5.09 https://historicbridges.org/newjersey/ironbridgeroad/little_elaine_ironbridgeroad26_small.jpg https://historicbridges.org/newjersey/ironbridgeroad/little_elaine_ironbridgeroad26.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ironbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.141640,-74.616290
4017 Walnford Mill Road Bridge This pony truss is both rare and significant because it was made from Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 40.133420 -74.560140 Walnford Mill Road Crosswicks Creek Rural Monmouth County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1885 1948 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 8 8 0 0 62 18.9 14.8 4.51 https://historicbridges.org/newjersey/walnfordmillroad/little_elaine_walnfordmillroad20_small.jpg https://historicbridges.org/newjersey/walnfordmillroad/little_elaine_walnfordmillroad20.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/walnfordmillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.133420,-74.560140
4018 Harvey Road Bridge This is a small riveted pony truss bridge that is composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.138020 -74.516650 Harvey Road Miry Run Rural Monmouth County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 1950 Unknown 5 5 0 0 40 12.19 15 4.57 https://historicbridges.org/newjersey/harveyroad/little_elaine_harveyroad8_small.jpg https://historicbridges.org/newjersey/harveyroad/little_elaine_harveyroad8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/harveyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.138020,-74.516650
4019 Meirs Road Bridge This is a small riveted pony truss bridge that is composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a 14 ft (4.27 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.117480 -74.493330 Meirs Road Lahaway Creek Rural Monmouth County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 1991 Unknown 5 5 14 4.27 42 12.8 15 4.57 https://historicbridges.org/newjersey/lahaway/little_elaine_lahaway1_small.jpg https://historicbridges.org/newjersey/lahaway/little_elaine_lahaway1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lahaway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.117480,-74.493330
4023 Centennial Bridge Rock Island Centennial Bridge The first tied arch bridge over the Mississippi, the multiple arch spans make this a unique landmark bridge. The technical description of the main or most noteworthy span of the bridge is a 538 ft (163.98 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 41.514510 -90.581330 US-67 Mississippi River and Various Streets and Railroads Davenport and Rock Island Scott County, Iowa and Rock Island County, Illinois Iowa United States Metal Solid Ribbed Tied Through Arch Fixed 0 5 Metal Stringer (Multi-Beam) Fixed 0 24 1940 2005 American Bridge Company of New York, New York Ash, Howard, Needles, and Tammen of New York, New York 8 8 538 163.98 3853.2 1174.46 46 14.02 https://historicbridges.org/iowa/centennialbridge/little_centennialbridge6173_small.jpg https://historicbridges.org/iowa/centennialbridge/little_centennialbridge6173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/centennialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.514510,-90.581330
4025 Government Bridge Arsenal Bridge This unusual army-owned double-deck bridge was the first large bridge designed by famous bridge engineer Ralph Modjeski. The technical description of the main or most noteworthy span of the bridge is a 365.6 ft (111.43 m) metal pin-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. 41.519170 -90.566940 Fort Armstrong Avenue (2nd Street) and Railroad () Mississippi River and Various Streets and Railroads Davenport and Rock Island Scott County, Iowa and Rock Island County, Illinois Iowa United States Metal Baltimore Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 16 1 Metal Baltimore Pin-Connected Through Truss Fixed 12 7 1896 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Ralph Modjeski 9 9 365.6 111.43 1847.9 563.24 25.3 7.71 https://historicbridges.org/iowa/arsenalbridge/little_arsenalbridge6135_small.jpg https://historicbridges.org/iowa/arsenalbridge/little_arsenalbridge6135.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/arsenalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.519170,-90.566940
4026 Metropolitan Elevated Railroad Bridge Paulina Connector Railroad Bridge A very important remnant of a former elevated railroad line. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 41.888561 -87.670190 Railroad (Abandoned Metropolitan Elevated Railroad) Railroad (Metra Union Pacific West, Metra Milwaukee District West, and Union Pacific) Chicago Cook County, Illinois Illinois United States Metal Camelback Pin-Connected Through Truss Fixed 10 1 0 0 1895 0 Unknown 7 8 256 78.03 0 0 0 0 https://historicbridges.org/illinois/paulina/little_pict9912_small.jpg https://historicbridges.org/illinois/paulina/little_pict9912.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/paulina/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888561,-87.670190
4027 Province Line Road Bridge This rare Phoenix column truss bridge retains its ornamentation, but has had lead-bearing supports added underneath. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 40.139120 -74.587410 Province Line Road Crosswicks Creek Rural Monmouth County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1891 1994 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 8 8 110 33.53 111 33.83 15.4 4.69 https://historicbridges.org/newjersey/provincelineroad/little_elaine_provincelineroad1_small.jpg https://historicbridges.org/newjersey/provincelineroad/little_elaine_provincelineroad1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/provincelineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.139120,-74.587410
4028 ! Caledonia Bridge This impressive, nationally significant structure is the longest rainbow arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 72.58 ft (22.12 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Randolph MacDonald Company of Toronto, Ontario. 43.072230 -79.952510 Argyle Street Grand River Caledonia Haldimand County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 9 0 0 1927 1984 Randolph MacDonald Company of Toronto, Ontario 10 10 72.58 22.12 700 213.36 42 12.8 https://historicbridges.org/ontario/caledonia/bkg_bridge032_small.jpg https://historicbridges.org/ontario/caledonia/c.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/caledonia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072230,-79.952510
4032 Dane Road Bridge F. W. Kent Park Bowstring Arch Bridge This rare bowstring truss is part of a unique collection of seven historic truss bridges relocated and reused in F. W. Kent Park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.726960 -91.729460 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 8 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 70 21.34 0 0 0 0 https://historicbridges.org/iowa/fwkentdaneroadbridge/little_daneroadbridge3987_small.jpg https://historicbridges.org/iowa/fwkentdaneroadbridge/little_daneroadbridge3987.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentdaneroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.726960,-91.729460
4033 Maier Avenue Bridge F. W. Kent Park High Truss Bridge This is the only through truss among the collection of historic truss bridges moved to F. W. Kent Park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pratt Bridge Company of Coffeyville, Kansas. 41.722920 -91.728910 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1902 0 Pratt Bridge Company of Coffeyville, Kansas 7 7 70 21.34 0 0 0 0 https://historicbridges.org/iowa/fwkentmaieravenue/little_maieravenue3709_small.jpg https://historicbridges.org/iowa/fwkentmaieravenue/little_maieravenue3709.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentmaieravenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.722920,-91.728910
4034 F. W. Kent Park Roof Truss Bridge This bridge was made from salvaged 1930s roof trusses, which appear to be an old example of welded trusses. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal welded Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 41.730660 -91.730830 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Bowstring Welded Pony Truss Fixed 10 1 0 0 0 0 Unknown 3 3 75 22.86 0 0 0 0 https://historicbridges.org/iowa/fwkentrooftruss/little_rooftruss3837_small.jpg https://historicbridges.org/iowa/fwkentrooftruss/little_rooftruss3837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentrooftruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730660,-91.730830
4036 Bayertown Road Bridge F. W. Kent Park Half Hip Pony Truss Bridge This bridge is an example of a Pratt truss with the least number of possible panels. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.726630 -91.731920 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 6 6 35 10.67 0 0 0 0 https://historicbridges.org/iowa/fwkentbayertownroad/little_bayertownroad3792_small.jpg https://historicbridges.org/iowa/fwkentbayertownroad/little_bayertownroad3792.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentbayertownroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.726630,-91.731920
4037 Buck Creek Bridge F. W. Kent Park Pratt Half Hip Pony Truss Bridge This is the largest pin-connected pony truss bridge in this park that features seven relocated historic truss bridges. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Iowa Bridge Company of Des Moines, Iowa. 41.726180 -91.729280 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1908 0 Iowa Bridge Company of Des Moines, Iowa 6 6 40 12.19 0 0 0 0 https://historicbridges.org/iowa/fwkentbuckcreekbridge/little_buckcreekbridge3925_small.jpg https://historicbridges.org/iowa/fwkentbuckcreekbridge/little_buckcreekbridge3925.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentbuckcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.726180,-91.729280
4038 Otter Creek Bridge F. W. Kent Park Pony Truss Bridge This attractive bridge is noted for its use of v-lacing instead of cover plate, giving it a distinctive appearance. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 41.730020 -91.730310 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 7 7 30 9.14 0 0 0 0 https://historicbridges.org/iowa/fwkentottercreek/little_ottercreek3891_small.jpg https://historicbridges.org/iowa/fwkentottercreek/little_ottercreek3891.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentottercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730020,-91.730310
4039 F. W. Kent Park Queenpost Pony Truss Bridge F. W. Kent Park Pony Truss Bridge One of two Queenpost truss bridges that have been relocated to this unique park. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 41.725530 -91.731470 Rod Dunlap Memorial Bridge Trail F. W. Kent Park Lake Rural Johnson County, Iowa Iowa United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 30 9.14 0 0 0 0 https://historicbridges.org/iowa/fwkentqueenpost/little_queenpost3759_small.jpg https://historicbridges.org/iowa/fwkentqueenpost/little_queenpost3759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fwkentqueenpost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.725530,-91.731470
4040 Quarry Bridge This attractive Whipple truss bridge is closed to traffic but would be feasible to restore. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.026380 -92.808090 Three Bridges Road Iowa River Quarry Marshall County, Iowa Iowa United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 1 0 0 1885 0 King Bridge Company of Cleveland, Ohio 8 8 148 45.11 150 45.72 16 4.88 https://historicbridges.org/iowa/quarrybridge/little_quarrybridge2994_small.jpg https://historicbridges.org/iowa/quarrybridge/little_quarrybridge2994.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/quarrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.026380,-92.808090
4043 Black Bridge This bridge is noted for its combination of spans including a through and pony truss. The technical description of the main or most noteworthy span of the bridge is a 168 ft (51.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.919900 -92.434120 360th Street Iowa River Rural Tama County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 Metal Warren Rivet-Connected Pony Truss 4 1 1914 1972 Unknown 7 7 168 51.21 250 76.2 14.8 4.51 https://historicbridges.org/iowa/blackbridge/little_blackbridge3489_small.jpg https://historicbridges.org/iowa/blackbridge/little_blackbridge3489.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/blackbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.919900,-92.434120
4045 Yates Avenue Bridge This bridge features an unusual design of truss members that was found on a number of highway over railroad type bridges. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 42.015630 -92.804170 Yates Avenue Railroad (Union Pacific) Rural Marshall County, Iowa Iowa United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 7 1 Wood Stringer (Multi-Beam) Fixed 0 6 0 0 Unknown 7 6 75 22.86 162 49.38 20.3 6.19 https://historicbridges.org/iowa/yatesavenue/little_yatesavenue3018_small.jpg https://historicbridges.org/iowa/yatesavenue/little_yatesavenue3018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/yatesavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.015630,-92.804170
4048 Webster Street Bridge Zola Avenue Bridge This skewed bridge has both unusual design details and some unusual alterations. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.999660 -92.775600 Webster Street (Zola Avenue) Railroad (Union Pacific) Le Grand Marshall County, Iowa Iowa United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 7 1 Wood Stringer (Multi-Beam) Fixed 0 6 0 0 Unknown 7 6 79 24.08 130 39.62 20.3 6.19 https://historicbridges.org/iowa/websterstreetzolaavenue/little_websterstreetzolaavenue3126_small.jpg https://historicbridges.org/iowa/websterstreetzolaavenue/little_websterstreetzolaavenue3126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/websterstreetzolaavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.999660,-92.775600
4049 B Avenue Bridge This skewed bridge has both unusual design details and some unusual alterations. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.991060 -92.745880 B Avenue Railroad (Union Pacific) Rural Tama County, Iowa Iowa United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 7 1 Wood Stringer (Multi-Beam) Fixed 0 4 0 0 Unknown 7 6 79 24.08 136 41.45 18 5.49 https://historicbridges.org/iowa/bavenue/little_bavenue3145_small.jpg https://historicbridges.org/iowa/bavenue/little_bavenue3145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.991060,-92.745880
4050 E Avenue Bridge This charming bridge has been abandoned but would be a great bridge to preserve. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. 42.181910 -92.689300 E Avenue Wolf Creek Rural Tama County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1895 1980 George E. King Bridge Company of Des Moines, Iowa 7 7 119 36.27 120 36.58 15.7 4.79 https://historicbridges.org/iowa/eavenuenorth/little_eavenuenorth2835_small.jpg https://historicbridges.org/iowa/eavenuenorth/little_eavenuenorth2835.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eavenuenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.181910,-92.689300
4053 Sutliff Bridge Sutliff's Ferry Bridge A locally cherished bridge, one span of this impressive bridge was destroyed by a flood and replaced with a modern span. The technical description of the main or most noteworthy span of the bridge is a 214.5 ft (65.38 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Fair-Williams Bridge and Manufacturing Company of Ottumwa, Iowa and J. R. Sheely and Company of Des Moines, Iowa. The bridge was primarily designed by George W. Wynn of Iowa City, Iowa. 41.839790 -91.392890 Sutliff Road (CR-F14) Cedar River Sutliff Johnson County, Iowa Iowa United States Metal Parker Pin-Connected Through Truss Fixed 11 3 Wood Stringer (Multi-Beam) Fixed 0 9 1897 2012 Fair-Williams Bridge and Manufacturing Company of Ottumwa, Iowa and J. R. Sheely and Company of Des Moines, Iowa George W. Wynn of Iowa City, Iowa 7 8 214.5 65.38 833 253.9 16 4.88 https://historicbridges.org/iowa/sutliffbridge/little_sutliffbridge4385_small.jpg https://historicbridges.org/iowa/sutliffbridge/little_sutliffbridge4385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/sutliffbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.839790,-91.392890
4057 ! Black Hawk Bridge Lansing Bridge One of the most unusual, beautiful, and significant bridges on the Mississippi River. The technical description of the main or most noteworthy span of the bridge is a 652.3 ft (198.82 m) metal cantilever multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Melvin B. Stone of Minneapolis, Minnesota. 43.365380 -91.214440 IA-9 and WI-82 (Ballou Street) Mississippi River Lansing Allamakee County, Iowa and Crawford County, Wisconsin Iowa and Wisconsin United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 22 Cantilever 3 Metal Pratt Rivet-Connected Deck Truss Fixed 6 6 1931 1955 McClintic-Marshall Company of Pittsburgh, Pennsylvania Melvin B. Stone of Minneapolis, Minnesota 9 10 652.3 198.82 1630.7 497.04 21 6.4 https://historicbridges.org/iowa/lansing/little_zimg_20211016_155612_small.jpg https://historicbridges.org/iowa/lansing/little_addlansing_4648.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lansing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.365380,-91.214440
4058 Fremont Mill Bridge Central Park Bridge One of the oldest, largest, and most complete examples of its unusual, patented type in the country. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.110489 -91.140443 Central Park Trail Park Lake Central Park Jones County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 1873 1985 Massillon Bridge Company of Massillon, Ohio 9 9 127 38.71 127 38.71 16 4.88 https://historicbridges.org/iowa/centralpark/little_dscf6304_small.jpg https://historicbridges.org/iowa/centralpark/little_dscf6304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/centralpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.110489,-91.140443
4063 Hale Bridge Wapsipinicon River Bridge A rare multi-span bowstring, this is the longest bowstring bridge in Iowa and was relocated. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.092730 -91.274690 Park Pathway Wapsipinicon River Rural Jones County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 3 0 0 1879 2006 King Bridge Company of Cleveland, Ohio 9 9 100 30.48 263 80.16 0 0 https://historicbridges.org/iowa/hale/little_halebridge4187_small.jpg https://historicbridges.org/iowa/hale/little_halebridge4187.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/hale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.092730,-91.274690
4064 Cemetery Road Bridge Anamosa Bridge A large, impressive, and ornate Pratt truss with excellent historic integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 42.101180 -91.292030 Cemetery Road Wapsipinicon River Anamosa Jones County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1887 1975 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 8 8 160 48.77 160 48.77 0 0 https://historicbridges.org/iowa/cemetery/little_cemeteryroadbridge4271_small.jpg https://historicbridges.org/iowa/cemetery/little_cemeteryroadbridge4271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/cemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.101180,-91.292030
4067 ! Chimney Rock Bridge Snell Bridge Apparantly relocated here in 1952, this is a beautiful and significant bridge built by an uncommon and elusive builder. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Continental Bridge Company of Chicago and Peotone, Illinois. 43.421430 -91.934600 Chimney Rock Road Upper Iowa River Rural Winneshiek County, Iowa Iowa United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 1906 0 Continental Bridge Company of Chicago and Peotone, Illinois 7 8 160 48.77 162 49.38 16 4.88 https://historicbridges.org/iowa/chimney/little_dscf6228_small.jpg https://historicbridges.org/iowa/chimney/little_img_1671.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/chimney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.421430,-91.934600
4068 Washington Mill Bridge Iowa Bridge Number 145870 An extremely rare example of a Massillon bowstring, this bridge features their unique pole and plate top chord. The technical description of the main or most noteworthy span of the bridge is a 113.2 ft (34.5 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.304030 -90.780820 Creek Branch Lane Prairie Creek Rural Dubuque County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 1878 0 Massillon Bridge Company of Massillon, Ohio 9 9 113.2 34.5 114.2 34.81 13.8 4.21 https://historicbridges.org/iowa/washingtonmill/little_washingtonmills5101_small.jpg https://historicbridges.org/iowa/washingtonmill/little_washingtonmills5101.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/washingtonmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.304030,-90.780820
4069 Fischer Road Bridge Iowa Bridge Number 145610 An attractive example of a bridge built by a noteworthy and prolific Iowa bridge builder. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. 42.323560 -90.795510 Fischer Road Prairie Creek Rural Dubuque County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1901 0 Clinton Bridge and Iron Works of Clinton, Iowa 7 7 80 24.38 81 24.69 15.7 4.79 https://historicbridges.org/iowa/fischer/little_dscf6199_small.jpg https://historicbridges.org/iowa/fischer/little_dscf6199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fischer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.323560,-90.795510
4071 Shaw Road Bridge Iowa Bridge Number 207750 A good representative example of a rural 1920s truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.083330 -91.267480 Shaw Road Wapsipinicon River Rural Jones County, Iowa Iowa United States Metal Pratt Rivet-Connected Through Truss Fixed 6 2 Metal Stringer (Multi-Beam) Fixed 0 2 1924 1954 Unknown 6 6 100 30.48 335 102.11 18.7 5.7 https://historicbridges.org/iowa/shaw/little_shawroadbridge4097_small.jpg https://historicbridges.org/iowa/shaw/little_shawroadbridge4097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/shaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.083330,-91.267480
4073 Freeport Bridge This well-preserved bridge is the second longest historic bowstring truss span in the United States. The technical description of the main or most noteworthy span of the bridge is a 159.6 ft (48.65 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 43.290440 -91.759930 Park Trail Park Grounds Decorah Winneshiek County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 12 1 0 0 1878 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 159.6 48.65 160 48.77 16 4.88 https://historicbridges.org/iowa/freeport/little_dscf5434_small.jpg https://historicbridges.org/iowa/freeport/little_dscf5434.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/freeport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.290440,-91.759930
4074 Moneek Bridge Eureka Bridge This small bridge is one of the most unusual and important bowstrings in Iowa. The technical description of the main or most noteworthy span of the bridge is a 26.7 ft (8.14 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Allen, McEvoy and Company of Beloit, Wisconsin. 43.108850 -91.674300 Exhibit Park Grounds Castalia Winneshiek County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 10 1 0 0 1872 1994 Allen, McEvoy and Company of Beloit, Wisconsin 9 9 26.7 8.14 28.7 8.75 15.7 4.79 https://historicbridges.org/iowa/moneek/little_moneekbridge2551_small.jpg https://historicbridges.org/iowa/moneek/little_moneekbridge2551.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/moneek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.108850,-91.674300
4075 Cold Water Creek Road Bridge Iowa Bridge Number 349700 A short and late example of a standard riveted truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.434170 -91.947590 Cold Water Creek Road Cold Water Creek Rural Winneshiek County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1962 0 Unknown 4 3 50 15.24 50 15.24 21 6.4 https://historicbridges.org/iowa/coldwatercreek/little_coldwatercreekroadbridge2395_small.jpg https://historicbridges.org/iowa/coldwatercreek/little_coldwatercreekroadbridge2395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/coldwatercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.434170,-91.947590
4076 Hog's Back Bridge Iowa Bridge Number 52540 This bridge has an unusual appearance for its type and is surrounded by a dramatic landscape. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.295710 -91.808840 US-52 Dry Run (Drainage Channel) Decorah Winneshiek County, Iowa Iowa United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1963 0 Unknown 1 2 84 25.6 103 31.39 30.2 9.2 https://historicbridges.org/iowa/us52dryrun/little_dscf5513_small.jpg https://historicbridges.org/iowa/us52dryrun/little_dscf5513.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/us52dryrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.295710,-91.808840
4077 Lower Road Bridge This rare two-span bowstring is in great condition but is privately owned. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.114770 -91.305890 Lower Road (Privatized) Buffalo Creek Rural Jones County, Iowa Iowa United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 1878 0 King Bridge Company of Cleveland, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/iowa/lower/little_dscf6141_small.jpg https://historicbridges.org/iowa/lower/little_dscf6141.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.114770,-91.305890
4078 Scenic River Road Bridge Iowa Bridge Number 348950 One of several nationally significant kingpost truss bridges in Winneshiek county. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal multiple-type-connected Kingpost pony truss, fixed. The bridge was primarily built by R.D. Wheaton Bridge Company of Chicago, Illinois. 43.363780 -91.879670 Scenic River Road Unnamed Creek Rural Winneshiek County, Iowa Iowa United States Metal Kingpost Multiple-Type-Connected Pony Truss Fixed 2 1 0 0 0 1946 R.D. Wheaton Bridge Company of Chicago, Illinois 9 9 32.2 9.81 33 10.06 15.4 4.69 https://historicbridges.org/iowa/scenicriver/little_dscf6058_small.jpg https://historicbridges.org/iowa/scenicriver/little_dscf6058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/scenicriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.363780,-91.879670
4079 Martha Creek Private Bridge This nationally significant Kingpost was relocated to a private driveway but remains viewable to the general public. The technical description of the main or most noteworthy span of the bridge is a metal multiple-type-connected Kingpost pony truss, fixed. The bridge was primarily built by R.D. Wheaton Bridge Company of Chicago, Illinois. 43.414210 -91.974040 Private Driveway Martha Creek Rural Winneshiek County, Iowa Iowa United States Metal Kingpost Multiple-Type-Connected Pony Truss Fixed 2 1 0 0 0 0 R.D. Wheaton Bridge Company of Chicago, Illinois 9 9 0 0 0 0 0 0 https://historicbridges.org/iowa/marthacreek/little_marthacreekprivatebridge2532_small.jpg https://historicbridges.org/iowa/marthacreek/little_marthacreekprivatebridge2532.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/marthacreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414210,-91.974040
4080 Winneshiek Slough Bridge This attractive bridge is a late example of a riveted continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.390950 -91.179830 WI-82 Winneshiek Slough (Mississippi River Backwaters) and Railroad (BNSF) Rural Crawford County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Deck Truss Fixed 10 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 3 1956 0 Unknown 5 5 170 51.82 639.5 194.92 26 7.92 https://historicbridges.org/wisconsin/winneshiekslough/little_dscf5089_small.jpg https://historicbridges.org/wisconsin/winneshiekslough/little_dscf5089.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/winneshiekslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.390950,-91.179830
4081 U Avenue Bridge This traditional pin-connected truss bridge is closed to traffic but would be easy to restore. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.053370 -92.376510 U Avenue South Branch Salt Creek Rural Tama County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1907 0 Unknown 7 7 98 29.87 100 30.48 15.7 4.79 https://historicbridges.org/iowa/uavenue/little_uavenue3258_small.jpg https://historicbridges.org/iowa/uavenue/little_uavenue3258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/uavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.053370,-92.376510
4083 285th Street Bridge If rehabilitated, this quaint through truss bridge could continue to carry light vehicular traffic for decades to come. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.028960 -92.355240 285th Street Salt Creek Rural Tama County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1897 1935 Unknown 7 7 120 36.58 123 37.49 15.4 4.69 https://historicbridges.org/iowa/285thstreet/little_285thstreet3303_small.jpg https://historicbridges.org/iowa/285thstreet/little_285thstreet3303.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/285thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.028960,-92.355240
4084 380th Street Bridge This is an Iowa standard design riveted pony truss span of decent length. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.891880 -92.300040 380th Street Salt Creek Rural Tama County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1920 0 Unknown 6 5 95 28.96 98 29.87 16.7 5.09 https://historicbridges.org/iowa/380thstreet/little_380thstreet3608_small.jpg https://historicbridges.org/iowa/380thstreet/little_380thstreet3608.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/380thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.891880,-92.300040
4086 E Avenue Bridge This is a standard design riveted through truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 41.986780 -92.700340 E Avenue Iowa River Rural Tama County, Iowa Iowa United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1938 0 Unknown 6 6 160 48.77 331 100.89 18.7 5.7 https://historicbridges.org/iowa/eavenuesouth/little_eavenuesouth3185_small.jpg https://historicbridges.org/iowa/eavenuesouth/little_eavenuesouth3185.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/eavenuesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.986780,-92.700340
4087 Long Point Bridge P Avenue Bridge This 1940s riveted truss bridge is wider than many of the riveted truss bridges remaining in Iowa. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.939610 -92.478940 P Avenue Iowa River Rural Tama County, Iowa Iowa United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 6 1941 0 Unknown 5 6 140 42.67 503 153.31 21.7 6.61 https://historicbridges.org/iowa/pavenue/little_pavenue3336_small.jpg https://historicbridges.org/iowa/pavenue/little_pavenue3336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/pavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.939610,-92.478940
4089 5th Street Bridge Lincoln Highway Mud Creek Bridge This tiny and simple bridge was built with substantial ornamentation to advertise the Lincoln Highway and is historically significant for its association with that highway. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete slab, fixed. The bridge was primarily built by Paul N. Kingsley of Strawberry Point, Iowa. 41.963800 -92.562220 5th Street (Historic Lincoln Highway) Mud Creek Tama Tama County, Iowa Iowa United States Concrete Slab Fixed 0 1 0 0 1915 1987 Paul N. Kingsley of Strawberry Point, Iowa 6 6 20 6.1 22 6.71 24 7.32 https://historicbridges.org/iowa/tama5thstreet/little_tama5thstreet3251_small.jpg https://historicbridges.org/iowa/tama5thstreet/little_tama5thstreet3251.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/tama5thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.963800,-92.562220
4090 Center Street Bridge Concealed by both grass and an unimaginative metal railing, is the truth that this is a multi-span concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.065760 -92.922880 Center Street Asher Creek Near Marshalltown Marshall County, Iowa Iowa United States Concrete Closed Spandrel Deck Arch Fixed 0 2 Concrete T-Beam Fixed 0 1 1920 1978 Unknown 4 4 76 23.16 195 59.44 24 7.32 https://historicbridges.org/iowa/centerstreet/little_centerstreet2826_small.jpg https://historicbridges.org/iowa/centerstreet/little_centerstreet2826.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/centerstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.065760,-92.922880
4092 Gateway Bridge South Bridge This graceful mid-20th Century suspension bridge is noted for only having a single suspended span. The technical description of the main or most noteworthy span of the bridge is a 644 ft (196.29 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois and Clinton Bridge and Iron Works of Clinton, Iowa. The bridge was primarily designed by Modjeski and Masters. 41.837840 -90.183290 US-30 (8th Avenue and Clinton Road) Mississippi River and Railroad Clinton and Fulton Clinton County, Iowa and Whiteside County, Illinois Iowa United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Deck Girder Fixed 0 15 1956 0 Allied Structural Steel Company of Chicago, Illinois and Clinton Bridge and Iron Works of Clinton, Iowa Modjeski and Masters 7 7 644 196.29 4165 1269.49 26 7.92 https://historicbridges.org/iowa/clinton/little_clinton5569_small.jpg https://historicbridges.org/iowa/clinton/little_clinton5569.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/clinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.837840,-90.183290
4093 Bergfeld Pond Bridge Whitewater Drive Bridge One of two ancient truss bridges with Keystone columns and cast iron bracing salvaged from a former Mississippi River bridge and relocated twice. The technical description of the main or most noteworthy span of the bridge is a 93.7 ft (28.56 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 42.489160 -90.775830 Pedestrian Walkway Bergfeld Pond Dubuque Dubuque County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1872 2007 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 10 93.7 28.56 98 29.87 17.5 5.33 https://historicbridges.org/iowa/bergfeldpondbridge/little_bergfeldpondbridge4963_small.jpg https://historicbridges.org/iowa/bergfeldpondbridge/little_bergfeldpondbridge4963.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/bergfeldpondbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.489160,-90.775830
4094 Cloie Branch Bridge Clay Hill Drive Bridge One of two ancient truss bridges with Keystone columns and cast iron bracing salvaged from a former Mississippi River bridge and relocated twice. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 42.555240 -90.745620 Pedestrian Walkway (Heritage Trail) Dry Land Rural Dubuque County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1872 2011 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 10 93 28.35 95 28.96 16 4.88 https://historicbridges.org/iowa/heritagetrailtrussbridge/little_heritagetrailtrussbridge4767_small.jpg https://historicbridges.org/iowa/heritagetrailtrussbridge/little_heritagetrailtrussbridge4767.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/heritagetrailtrussbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.555240,-90.745620
4118 East Delhi Road Bridge A historically significant and picturesque bridge located at a historic crossing and former mill site. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.333820 -83.809080 East Delhi Road Huron River Delhi Mills Washtenaw County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 2008 Wrought Iron Bridge Company of Canton, Ohio 7 7 109 33.22 109 33.22 16 4.88 https://historicbridges.org/truss/edelhi/little_dscf7330_small.jpg https://historicbridges.org/truss/edelhi/little_dscf7326.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/edelhi/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.333820,-83.809080
4119 300th Street Bridge This unusual through kingpost truss is one of the most unique truss bridges ever encountered! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Kingpost through truss, fixed. The bridge was primarily built by Unknown. 43.065630 -91.721730 300th Street Quinn Creek Rural Fayette County, Iowa Iowa United States Metal Kingpost Pin-Connected Through Truss Fixed 2 1 0 0 0 0 Unknown 9 9 0 0 42.2 12.86 0 0 https://historicbridges.org/iowa/300thstreet/little_300thstreet2569_small.jpg https://historicbridges.org/iowa/300thstreet/little_300thstreet2569.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/300thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065630,-91.721730
4120 3rd Avenue Bridge This is a particularly outstanding surviving example of a concrete arch bridge in Iowa. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Miller-Taylor Construction Company of Waterloo, Iowa. 42.459260 -91.890870 3rd Avenue (IA-150) Wapsipinicon River Independence Buchanan County, Iowa Iowa United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1927 1999 Miller-Taylor Construction Company of Waterloo, Iowa 6 7 87 26.52 341 103.94 32.2 9.81 https://historicbridges.org/iowa/independence150/little_independencearch2700_small.jpg https://historicbridges.org/iowa/independence150/little_independencearch2700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/independence150/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.459260,-91.890870
4121 280th Street Bridge This rare Kingpost pony truss was relocated here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by D. H. Young of Manchester, Iowa. 42.464450 -91.904960 6th Street Liberty Trail Drain Independence Buchanan County, Iowa Iowa United States Metal Kingpost Pin-Connected Pony Truss Fixed 0 1 0 0 1898 2004 D. H. Young of Manchester, Iowa 9 8 24 7.32 39 11.89 15.4 4.69 https://historicbridges.org/iowa/independencekingpost/little_independencekingpost2619_small.jpg https://historicbridges.org/iowa/independencekingpost/little_independencekingpost2619.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/independencekingpost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.464450,-91.904960
4122 Otter Creek Bridge Liberty Trail Bridge This is an extremely strange bridge whose unusual design raises many questions about its history. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 42.463320 -91.904980 Liberty Trail Wapsipinicon River Tributary Independence Buchanan County, Iowa Iowa United States Metal Queenpost Threaded Rod-Nut Connected Pony Truss Fixed 0 0 0 0 0 2000 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/iowa/independencequeenpost/little_independencequeenpost2682_small.jpg https://historicbridges.org/iowa/independencequeenpost/little_independencequeenpost2682.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/independencequeenpost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.463320,-91.904980
4126 South Pettibone Drive Bridge Pettibone Slough Bridge This is a concrete arch bridge that was widened in 1950. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.813500 -91.262880 South Pettibone Drive Pettibone Slough La Crosse La Crosse County, Wisconsin Wisconsin United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1931 1950 Unknown 3 3 48 14.63 54.8 16.7 30.5 9.3 https://historicbridges.org/wisconsin/pettibonesloughbridge/little_pettibonesloughbridge1650_small.jpg https://historicbridges.org/wisconsin/pettibonesloughbridge/little_pettibonesloughbridge1650.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/pettibonesloughbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.813500,-91.262880
4127 John A. Latsch Bridge Old Duke Road Bridge Hidden on old highway alignment is this magnificent, long concrete arch bridge with rare cantilevered approach spans from 1947. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.059700 -91.632410 Old Duke Road North Channel Mississippi River Rural Winona County, Minnesota, and Buffalo County, Wisconsin Minnesota and Wisconsin United States Concrete Open Spandrel Deck Arch Fixed 0 13 Concrete Deck Girder Fixed 0 Cantilever 11 1916 2004 Unknown 7 7 72 21.95 1220 371.86 17.4 5.3 https://historicbridges.org/wisconsin/olddukeroadbridge/little_olddukeroadbridge2113_small.jpg https://historicbridges.org/wisconsin/olddukeroadbridge/little_olddukeroadbridge2113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/olddukeroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.059700,-91.632410
4129 La Crosse Railroad Bridge This impressive and frequently operated swing bridge is enhanced by a variety of approach spans. The technical description of the main or most noteworthy span of the bridge is a 359 ft (109.42 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Charles Frederick Loweth. 43.832980 -91.281450 Railroad (Canadian Pacific) Mississippi River (West Channel) La Crescent Houston County, Minnesota Minnesota United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Parker Pin-Connected Through Truss Fixed 9 5 1902 1952 Phoenix Bridge Company of Phoenixville, Pennsylvania Charles Frederick Loweth 8 8 359 109.42 1055.2 321.62 0 0 https://historicbridges.org/minnesota/lacrosserailroad/little_lacrosserailroad2201_small.jpg https://historicbridges.org/minnesota/lacrosserailroad/little_lacrosserailroad2201.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/lacrosserailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.832980,-91.281450
4134 Dubuque Railroad Bridge Illinois Central Bridge W182 The subject of horrific alterations, this bridge demonstrates that historic railroad bridges on the Mississippi River are at risk. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal pin-connected Pratt through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania and American Bridge Works of Chicago, Illinois. 42.498550 -90.650140 Railroad (Canadian National) Mississippi River Dubuque and East Dubuque Dubuque County, Iowa and Jo Daviess County, Illinois Iowa and Illinois United States Metal Pratt Pin-Connected Through Truss Fixed Rim Bearing Center Pier 0 1 Metal Camelback Pin-Connected Through Truss Fixed 10 5 1892 2012 Keystone Bridge Company of Pittsburgh, Pennsylvania and American Bridge Works of Chicago, Illinois 7 7 350 106.68 1535 467.87 0 0 https://historicbridges.org/iowa/dubuquerailroad/little_dubuquerailroad4459_small.jpg https://historicbridges.org/iowa/dubuquerailroad/little_dubuquerailroad4459.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/dubuquerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.498550,-90.650140
4135 ! Clinton Railroad Bridge This swing bridge is noted for its span length as well as its variety of approach spans. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal rivet-connected through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 41.836450 -90.184710 Railroad (Union Pacific) Mississippi River (West Channel) Clinton and Fulton Clinton County, Iowa and Whiteside County, Illinois Iowa United States Metal Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 2 1909 0 Pennsylvania Steel Company of Steelton, Pennsylvania 8 8 460 140.21 855 260.6 0 0 https://historicbridges.org/iowa/clintonrailroad/little_addclintonrr_6751_2_3vib_small.jpg https://historicbridges.org/iowa/clintonrailroad/little_addclintonrr_6751_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/clintonrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.836450,-90.184710
4136 Lock and Dam Number 15 Access Bridge This dam is notable to bridge enthusiasts for its bridge structure consisting of a rare K-truss design. The technical description of the main or most noteworthy span of the bridge is a 115.5 ft (35.2 m) metal rivet-connected K-Truss deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.518720 -90.568800 Dam Access Road Mississippi River Davenport and Rock Island Scott County, Iowa and Rock Island County, Illinois Iowa United States Metal K-Truss Rivet-Connected Deck Truss Fixed 11 11 0 0 1934 0 American Bridge Company of New York, New York 7 7 115.5 35.2 1270 387.1 17 5.18 https://historicbridges.org/iowa/arsenalbridgedam/little_arsenalbridgedam6140_small.jpg https://historicbridges.org/iowa/arsenalbridgedam/little_arsenalbridgedam6140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/arsenalbridgedam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.518720,-90.568800
4142 Bridgeport Bridge State Street Bridge A rare two-span truss, this bridge was saved from a collapsing substructure and preserved in its original location for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 43.358060 -83.882580 State Street (Fort Road) Cass River Bridgeport Saginaw County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 Metal Stringer (Multi-Beam) Fixed 0 5 1906 2010 Joliet Bridge and Iron Company of Joliet, Illinois 7 8 124 37.8 331.3 100.98 14 4.27 https://historicbridges.org/truss/state/little_dscf3928_small.jpg https://historicbridges.org/truss/state/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/state/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358060,-83.882580
4143 Wells Street Bridge One of the most impressive bridges in Chicago is this massive double-deck truss bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 268 ft (81.69 m) metal rivet-connected Warren through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.887500 -87.633890 Wells Street and Railroad (Chicago Transit Authority "L" Brown and Purple Lines) Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1922 2013 Ketler-Elliott Company of Chicago, Illinois City of Chicago 8 7 268 81.69 345.2 105.22 38 11.58 https://historicbridges.org/truss/wells/little_dscf3510_small.jpg https://historicbridges.org/truss/wells/little_dscf3510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/wells/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.887500,-87.633890
4147 Moselem Springs Bridge This short full-slope pony truss bridge has a tall appearance to it and is also noted for its skew and association with a rare builder. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. The bridge was primarily designed by Dreibelbis and Company. 40.499760 -75.849700 Eagle Road (TR-794) Moselem Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1905 1975 New Jersey Bridge Company of Manasquan, New Jersey Dreibelbis and Company 6 6 50 15.24 51.8 15.79 17.4 5.3 https://historicbridges.org/pennsylvania/eagleroad/little_elaine_eagleroad019_small.jpg https://historicbridges.org/pennsylvania/eagleroad/little_elaine_eagleroad019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eagleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.499760,-75.849700
4149 Heffners Bridge This bridge is a rare example of a bridge built by Climax Road Machine Company. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Climax Road Machine Company of Marathon, New York. The bridge was primarily designed by Dreibelbis and Company. 40.532620 -75.853430 Garman Road (TR-761) Sacony Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1905 1956 Climax Road Machine Company of Marathon, New York Dreibelbis and Company 7 7 80 24.38 81 24.69 17.4 5.3 https://historicbridges.org/pennsylvania/garmanroad/little_elaine_garmanroadheffners019_small.jpg https://historicbridges.org/pennsylvania/garmanroad/little_elaine_garmanroadheffners019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/garmanroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.532620,-75.853430
4151 Zettlemoyer's Bridge This is a traditional example of a pin-connected truss bridge of decent span length. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Dreibelbis and Company. 40.586250 -75.894720 Long Road (TR-787) Maiden Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1904 2020 Unknown Dreibelbis and Company 7 7 152 46.33 154 46.94 17 5.18 https://historicbridges.org/pennsylvania/zettlemoyer/rehab5_small1.jpg https://historicbridges.org/pennsylvania/zettlemoyer/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zettlemoyer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.586250,-75.894720
4152 Shuberts Saucony Bridge This is a very old stone arch with uncommon elliptical design that has been visually marred by shotcrete. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Richard Pierce and William Kinney. 40.533050 -75.815800 Dutch Mill Road (TR-774) Sacony Creek Rural Berks County, Pennsylvania Pennsylvania United States Stone Elliptical Deck Arch Fixed 0 3 0 0 1861 1956 Richard Pierce and William Kinney 6 5 22 6.71 100 30.48 18.4 5.61 https://historicbridges.org/pennsylvania/dutchmillroad/little_elaine_dutchmillroad011_small.jpg https://historicbridges.org/pennsylvania/dutchmillroad/little_elaine_dutchmillroad011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dutchmillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.533050,-75.815800
4153 Tulpehocken Street Bridge This is an unusual plate girder foot bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.342300 -75.941030 Tulpehocken Street (Pedestrian Walkway) Railroad (Conrail) Reading Berks County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1954 0 Unknown 2 3 76 23.16 0 0 0 0 https://historicbridges.org/pennsylvania/tulpehockenstreetbridge/little_tulpehockenstreetbridge012336_small.jpg https://historicbridges.org/pennsylvania/tulpehockenstreetbridge/little_tulpehockenstreetbridge012336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tulpehockenstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.342300,-75.941030
4154 Lenhartsville Bridge This is a large, well-decorated, and unaltered concrete t-beam bridge with a curved approach. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete t-beam, fixed. The bridge was primarily built by Paul D. Kauffman of Reading, Pennsylvania. The bridge was primarily designed by Charles F. Sanders. 40.573240 -75.885260 Penn Street Maiden Creek Lenhartsville Berks County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 5 0 0 1922 0 Paul D. Kauffman of Reading, Pennsylvania Charles F. Sanders 5 5 43 13.11 225 68.58 23 7.01 https://historicbridges.org/pennsylvania/lenhartsvillebridgepennst/little_elaine_lenhartsvillebridgepennst013_small.jpg https://historicbridges.org/pennsylvania/lenhartsvillebridgepennst/little_elaine_lenhartsvillebridgepennst013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lenhartsvillebridgepennst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.573240,-75.885260
4157 Old PA-22 Bridge This is a fairly long unaltered example of a state standard concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.572460 -75.884420 Old PA-22 Maiden Creek Lenhartsville Berks County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 4 0 0 1950 0 Unknown Pennsylvania State Highway Department 1 2 40 12.19 165 50.29 34 10.36 https://historicbridges.org/pennsylvania/lenhartsvilleoldrt22/little_elaine_lenhartsvilleoldrt22002_small.jpg https://historicbridges.org/pennsylvania/lenhartsvilleoldrt22/little_elaine_lenhartsvilleoldrt22002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lenhartsvilleoldrt22/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572460,-75.884420
4158 Grantham Road Bridge This bridge is noted for its unusual design where the deck and railing follows the contour of the arch. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.151090 -76.985620 North Grantham Road Fisher Run Rural York County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 0 Unknown 6 6 41 12.5 41 12.5 13.8 4.21 https://historicbridges.org/pennsylvania/stonyrunbridge_ngranthamrd/little_elaine_stonyrunbridge5_small.jpg https://historicbridges.org/pennsylvania/stonyrunbridge_ngranthamrd/little_elaine_stonyrunbridge5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stonyrunbridge_ngranthamrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.151090,-76.985620
4159 Poplar Neck Plate Girder Bridge This railroad bridge has one larger deck truss span stuck in with its more numerous deck plate girder spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 40.303330 -75.905870 Railroad (Conrail) Schuylkill River Rural Berks County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 8 0 0 Unknown 5 5 0 0 654 199.34 0 0 https://historicbridges.org/pennsylvania/poplarneckrdrroverschuylkill/little_elaine_poplarneckrdrroverschuylkillrvr018_small.jpg https://historicbridges.org/pennsylvania/poplarneckrdrroverschuylkill/little_elaine_poplarneckrdrroverschuylkillrvr018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdrroverschuylkill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.303330,-75.905870
4160 Benjamin Franklin Bridge Ben Franklin Bridge The longest suspension span in the world when first built, this bridge remains one of the best examples of its kind in the country. The technical description of the main or most noteworthy span of the bridge is a 1750 ft (533.4 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). 39.952880 -75.134380 I-676 (US-30) and PATCO Delaware River and Streets Philadelphia Philadelphia County, Pennsylvania and Camden County, New Jersey Pennsylvania United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 87 1926 1984 American Bridge Company of New York, New York Modjeski and Masters (Ralph Modjeski) 10 10 1750 533.4 8170.3 2490.31 77.8 23.71 https://historicbridges.org/pennsylvania/benjaminfranklin/little_dscf1617_small.jpg https://historicbridges.org/pennsylvania/benjaminfranklin/little_dscf1617.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/benjaminfranklin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.952880,-75.134380
4161 Market Street Bridge Designed by Modjeski and Masters, this concrete arch bridge features a stone facade. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by James McGraw Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). 40.256600 -76.884680 Market Street (PA-3012) Susquehanna River Harrisburg Dauphin County, Pennsylvania Pennsylvania United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 16 0 0 1928 0 James McGraw Company of Philadelphia, Pennsylvania Modjeski and Masters (Ralph Modjeski) 7 7 89 27.13 1415 431.29 40 12.19 https://historicbridges.org/pennsylvania/harrisburg_market/little_pict4272_small.jpg https://historicbridges.org/pennsylvania/harrisburg_market/little_img_1429.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/harrisburg_market/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256600,-76.884680
4162 ! Ambassador Bridge Serving as the centerpiece landmark for Detroit and Windsor, this privately-owned bridge was once the longest suspension bridge in the world. The technical description of the main or most noteworthy span of the bridge is a 1850 ft (563.88 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). 42.312310 -83.074170 I-75 Ramp / KH-3 Detroit River Detroit and Windsor Wayne County, Michigan and Essex County, Ontario Michigan Canada and United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1929 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania Modjeski and Masters (Ralph Modjeski) 10 10 1850 563.88 7500 2286 55 16.76 https://historicbridges.org/other/ambassador/little_dscf3132_small.jpg https://historicbridges.org/other/ambassador/ambassador.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/ambassador/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.312310,-83.074170
4164 Blue Water Bridge Original/Westbound Span Designed by Modjeski and Masters, this monumental bridge features an extremely rare shape of cantilever and continues to carry unimaginable traffic. The technical description of the main or most noteworthy span of the bridge is a 871 ft (265.48 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters (Ralph Modjeski). 42.998880 -82.423470 I-69 and I-94 / KH-402 St. Clair River Port Huron and Sarnia (Point Edward) St. Clair County, Michigan and Lambton County, Ontario Michigan and Ontario Canada and United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 Cantilever (Arched) 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 64 1938 1999 American Bridge Company of New York, New York Modjeski and Masters (Ralph Modjeski) 9 10 871 265.48 6178 1883.05 32 9.75 https://historicbridges.org/truss/bwb/little_bwbphotos013_small.jpg https://historicbridges.org/truss/bwb/little_p1540715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bwb/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998880,-82.423470
4165 Buttonwood Street Railroad Overpass This railroad bridge has architectural details that match that of the nearby arch bridge which was built at the same time. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 40.338430 -75.944330 Railroad (Conrail) Buttonwood Street Reading Berks County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 3 0 0 1931 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/buttonwoodstreetrr/little_buttonwoodstreetrr012440_small.jpg https://historicbridges.org/pennsylvania/buttonwoodstreetrr/little_buttonwoodstreetrr012440.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buttonwoodstreetrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.338430,-75.944330
4169 Red Bridge This bypassed bridge is a classic example of a pin-connected truss bridge built by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is reportedly privately owned by Melinda VanArsdall of 2518 Devils Hollow Road. 38.207920 -84.937260 Devils Hollow Road (Old Alignment) Benson Creek Rural Franklin County, Kentucky Kentucky United States This bridge is reportedly privately owned by Melinda VanArsdall of 2518 Devils Hollow Road. Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1896 0 King Bridge Company of Cleveland, Ohio 7 7 0 0 150 45.72 0 0 https://historicbridges.org/kentucky/redbridge/little_elaine_redbridge21_small.jpg https://historicbridges.org/kentucky/redbridge/little_elaine_redbridge21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/redbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.207920,-84.937260
4172 Grimes Mill Road Bridge This riveted truss bridge has trusses with an unusual shape to them. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 37.917570 -84.341230 Grimes Mill Road Boone Creek Rural Fayette County, Kentucky and Clark County, Kentucky Kentucky United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 Pre-Stressed Concrete Box Beam Fixed 0 1 1937 0 Unknown 5 5 80 24.38 124 37.8 12 3.66 https://historicbridges.org/kentucky/boonecreekbridge/little_elaine_boonecreekbridge8_small.jpg https://historicbridges.org/kentucky/boonecreekbridge/little_elaine_boonecreekbridge8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/boonecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.917570,-84.341230
4174 Hopewell Bridge This is an outstanding and very old example of a Phoenix column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 157.2 ft (47.91 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 38.408160 -82.905640 KY-3306 Little Sandy River Rural Greenup County, Kentucky Kentucky United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 0 1 0 0 1868 1990 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 157.2 47.91 157.2 47.91 12 3.66 https://historicbridges.org/kentucky/hopewellbridge/little_kentuckyhopewell2475_small.jpg https://historicbridges.org/kentucky/hopewellbridge/little_kentuckyhopewell2475.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/hopewellbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.408160,-82.905640
4176 Driveway Bridge This bridge is noted for its laced end posts and association with an uncommon agent. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, W. B. Bassett Agent. Special note about bridge location: This bridge is on a private driveway. 38.228200 -84.568370 Private Driveway Branch Elkhorn Creek Rural Scott County, Kentucky Kentucky United States This bridge is on a private driveway. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1892 0 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, W. B. Bassett Agent 7 7 0 0 0 0 0 0 https://historicbridges.org/kentucky/drivewaybridge/little_elaine_drivewaybridge1_small.jpg https://historicbridges.org/kentucky/drivewaybridge/little_elaine_drivewaybridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/drivewaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.228200,-84.568370
4177 Galloway Pike Bridge Galloway Road Bridge This traditional historic Pratt truss has been bypassed by a replacement bridge, yet is lucky enough to remain standing. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Empire Bridge Company of Lexington, Kentucky. 38.232630 -84.654420 Galloway Road North Elkhorn Creek Rural Scott County, Kentucky Kentucky United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1910 0 Empire Bridge Company of Lexington, Kentucky 7 7 120 36.58 124 37.8 11.2 3.41 https://historicbridges.org/kentucky/northelkhorncrkbridge/little_elaine_northelkhorncreekbridge17_small.jpg https://historicbridges.org/kentucky/northelkhorncrkbridge/little_elaine_northelkhorncreekbridge17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/northelkhorncrkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.232630,-84.654420
4178 Young's High Bridge Tyrone Railroad Bridge The largest cantilever in the country when built, this is one of the oldest known cantilever trusses in the country and is unaltered! The technical description of the main or most noteworthy span of the bridge is a 551 ft (167.94 m) metal cantilever pin-connected deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York and Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by John W. MacLeod. 38.040290 -84.845770 Railroad (Abandoned) Kentucky River Tyrone Anderson County, Kentucky and Woodford County, Kentucky Kentucky United States Metal Pin-Connected Deck Truss Fixed 20 Cantilever 3 Metal Deck Girder Fixed 0 0 1889 0 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York and Detroit Bridge and Iron Works of Detroit, Michigan John W. MacLeod 10 10 551 167.94 1650 502.92 0 0 https://historicbridges.org/kentucky/tyronehighbridge/little_youngshighbridge_0798_small.jpg https://historicbridges.org/kentucky/tyronehighbridge/little_youngshighbridge_0798.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/tyronehighbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.040290,-84.845770
4179 ! Singing Bridge State Bridge This magnificent bridge is one of the last remaining long-span bridges built by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 406 ft (123.75 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 38.196490 -84.878790 Bridge Street (US-60X, St. Clair Street) Kentucky River Frankfort Franklin County, Kentucky Kentucky United States Metal Pennsylvania Pin-Connected Through Truss Fixed 15 1 0 0 1893 2010 King Bridge Company of Cleveland, Ohio 9 10 406 123.75 409 124.66 24 7.32 https://historicbridges.org/kentucky/singingbridge/little_frankfortsingingbridge_1674_small.jpg https://historicbridges.org/kentucky/singingbridge/little_frankfortsingingbridge_1674.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/singingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.196490,-84.878790
4180 Jo Blackburn Bridge Tyrone Bridge This is a large and impressive deck truss with a curved approach. The technical description of the main or most noteworthy span of the bridge is a 362 ft (110.34 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 38.040970 -84.846650 US-62 (Tyrone Pike) Kentucky River Tyrone Anderson County, Kentucky and Woodford County, Kentucky Kentucky United States Metal Warren Rivet-Connected Deck Truss Fixed 0 3 Concrete Stringer (Multi-Beam) Fixed 0 9 1932 2006 Virginia Bridge and Iron Company of Roanoke, Virginia 7 7 362 110.34 1256 382.83 24 7.32 https://historicbridges.org/kentucky/tyronesbridge/little_joblackburnbridge_0966_small.jpg https://historicbridges.org/kentucky/tyronesbridge/little_joblackburnbridge_0966.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/tyronesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.040970,-84.846650
4182 Paynes Mill Road Bridge This unusual little pony truss was replaced but the trusses were put on the replacement as decorations. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Brackett Construction Company of Cincinatti, Ohio. 38.080450 -84.639570 Paynes Mill Road South Elkhorn Creek Rural Woodford County, Kentucky Kentucky United States Metal Pratt Rivet-Connected Pony Truss Fixed 5 1 0 0 1900 0 Brackett Construction Company of Cincinatti, Ohio 6 6 49 14.94 51 15.54 14 4.27 https://historicbridges.org/kentucky/paynesmillrd/little_elaine_paynesmillrdbridge13_small.jpg https://historicbridges.org/kentucky/paynesmillrd/little_elaine_paynesmillrdbridge13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/paynesmillrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.080450,-84.639570
4184 Camp Nelson Bridge This riveted truss bridge has been abandoned but remains in good condition. The technical description of the main or most noteworthy span of the bridge is a 276 ft (84.12 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 37.769120 -84.617400 Camp Nelson Road (Old US-27) Kentucky River Rural Garrard County, Kentucky and Jessamine County, Kentucky Kentucky United States Metal Parker Rivet-Connected Through Truss Fixed 11 1 Concrete T-Beam Fixed 0 4 1927 0 Unknown 6 6 276 84.12 574 174.96 19.7 6 https://historicbridges.org/kentucky/campnelsonbridge/little_elaine_campnelsonbridge39_small.jpg https://historicbridges.org/kentucky/campnelsonbridge/little_elaine_campnelsonbridge39.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/campnelsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.769120,-84.617400
4186 Old Clay's Ferry Bridge With a cast iron top chord, this bridge is one of the rarest types of historic bridge in the entire country. The technical description of the main or most noteworthy span of the bridge is a 217 ft (66.14 m) metal (cast iron) pin-connected Warren through truss, fixed. The bridge was primarily built by Louisville Bridge and Iron Company of Louisville, Kentucky. The bridge was primarily designed by Albert Fink. 37.887150 -84.338440 Old Richmond Road (KY-2328, Old US-25) Kentucky River Rural Fayette County, Kentucky and Madison County, Kentucky Kentucky United States Metal (Cast Iron) Warren Pin-Connected Through Truss Fixed 14 2 0 0 1869 1955 Louisville Bridge and Iron Company of Louisville, Kentucky Albert Fink 10 10 217 66.14 443 135.03 16.4 5 https://historicbridges.org/kentucky/oldclaysferrybridge/little_ky_claysferry_add_2557_small.jpg https://historicbridges.org/kentucky/oldclaysferrybridge/little_ky_claysferry_add_2557.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/oldclaysferrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.887150,-84.338440
4187 Burnsville Bridge This is one of the largest and last remaining bridges built by the Variety Iron Works. The technical description of the main or most noteworthy span of the bridge is a 138.25 ft (42.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. 38.855230 -80.656470 Bridge Street Little Kanawha River Burnsville Braxton County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 2 1893 1965 Variety Iron Works of Cleveland, Ohio 8 9 138.25 42.14 206 62.79 10 3.05 https://historicbridges.org/wvirginia/burnsville/little_day6burnsville4698_small.jpg https://historicbridges.org/wvirginia/burnsville/little_day6burnsville4698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/burnsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.855230,-80.656470
4193 Valley Road Bridge Stottsville Bridge One of a number of bridges of this design in the county, this example has lost original railings. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Bender Construction Company. The bridge was primarily designed by Nathan R. Rambo. 39.959810 -75.890050 Valley Road (PA-372) Buck Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1914 0 Bender Construction Company Nathan R. Rambo 3 3 29 8.84 30 9.14 20.3 6.19 https://historicbridges.org/pennsylvania/bridge252stottsville/little_bridge252stottsville007_small.jpg https://historicbridges.org/pennsylvania/bridge252stottsville/little_bridge252stottsville007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge252stottsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.959810,-75.890050
4194 Forest Manor Road Bridge This little steel stringer bridge was designed to look like an all-concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by T. G. Colesworthy. 39.847390 -75.908210 Forest Manor Road Branch Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1930 0 Unknown T. G. Colesworthy 1 1 20 6.1 25 7.62 17 5.18 https://historicbridges.org/pennsylvania/bridge318jamesross/little_elaine_bridge318jamesross002_small.jpg https://historicbridges.org/pennsylvania/bridge318jamesross/little_elaine_bridge318jamesross002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge318jamesross/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.847390,-75.908210
4197 Poplar Neck Road Bridge This is a very unusual highway over railroad pony truss bridge that appears to be a railroad design. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.304820 -75.911820 Poplar Neck Road Railroad (Norfolk Southern) Rural Berks County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 7 67 20.42 68 20.73 25.3 7.71 https://historicbridges.org/pennsylvania/poplarneckrdrrwarren/little_elaine_poplarneckrdrrwarren001_small.jpg https://historicbridges.org/pennsylvania/poplarneckrdrrwarren/little_elaine_poplarneckrdrrwarren001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdrrwarren/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.304820,-75.911820
4198 Chatham Road Bridge Gilberts Mill Bridge One of a number of unusual bridges with stone abutments and a jack-arch deck in the county. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal stringer (multi-beam), fixed. The bridge was primarily built by William P. Davis. 39.838560 -75.822080 Chatham Road Branch White Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1916 0 William P. Davis 2 2 29 8.84 30 9.14 19.4 5.91 https://historicbridges.org/pennsylvania/bridge271gilbertsmill/little_elaine_bridge271gilbertmill008_small.jpg https://historicbridges.org/pennsylvania/bridge271gilbertsmill/little_elaine_bridge271gilbertmill008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge271gilbertsmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.838560,-75.822080
4200 Loop Road Bridge This bridge is an unusual combination of a plate girder and truss span. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by H. W. Crawford. 39.922390 -76.322320 Loop Road Pequea Creek Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 Metal Through Girder Fixed 0 0 1940 1970 Unknown H. W. Crawford 6 6 100 30.48 154 46.94 18 5.49 https://historicbridges.org/pennsylvania/looprd/little_elaine_looprd7_small.jpg https://historicbridges.org/pennsylvania/looprd/little_elaine_looprd7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/looprd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.922390,-76.322320
4201 Rock Hill Road Bridge Plentiful lattice and v-lacing on this bridge make it a great looking bridge. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by H. W. Crawford. 39.961590 -76.365520 Rock Hill Road (Creek Road) Big Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 1923 0 Unknown H. W. Crawford 6 6 128 39.01 256 78.03 15.4 4.69 https://historicbridges.org/pennsylvania/rockhill/little_elaine_rockhill19_small.jpg https://historicbridges.org/pennsylvania/rockhill/little_elaine_rockhill19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.961590,-76.365520
4204 Pusey Mill Road Bridge Resting on stone abutments, this is a small concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 39.829100 -75.901780 Pusey Mill Road Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1921 0 Unknown 2 1 40 12.19 42 12.8 15 4.57 https://historicbridges.org/pennsylvania/bridge38pusey/little_elaine_bridge38pusey001_small.jpg https://historicbridges.org/pennsylvania/bridge38pusey/little_elaine_bridge38pusey001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge38pusey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.829100,-75.901780
4205 Embreeville Bridge This unusual concrete arch bridge has three arch spans, one small closed spandrel and two larger open spandrel spans. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Dunleavy Brothers of Coatesville, Pennsylvania. The bridge was primarily designed by Harry K. Ellis. 39.926550 -75.730400 Embreeville Road (PA-162) West Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 0 1923 2001 Dunleavy Brothers of Coatesville, Pennsylvania Harry K. Ellis 5 5 75 22.86 220.2 67.12 22 6.71 https://historicbridges.org/pennsylvania/bridge91embreeville/little_elaine_bridge91embreeville011_small.jpg https://historicbridges.org/pennsylvania/bridge91embreeville/little_elaine_bridge91embreeville011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge91embreeville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.926550,-75.730400
4207 Downingtown Pike Bridge This is an unaltered example of a state standard concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete t-beam, fixed. The bridge was primarily built by John H. Wickersham. The bridge was primarily designed by Pennsylvania State Highway Department. 39.969900 -75.666340 Downingtown Pike (US-322) Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1929 1972 John H. Wickersham Pennsylvania State Highway Department 1 1 37 11.28 78 23.77 30 9.14 https://historicbridges.org/pennsylvania/bridge116johnson/little_elaine_bridge116005_small.jpg https://historicbridges.org/pennsylvania/bridge116johnson/little_elaine_bridge116005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge116johnson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.969900,-75.666340
4208 Manor Avenue Bridge This concrete t-beam bridge retains the plaque stone from a previous stone arch bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Edward Daylor Company. The bridge was primarily designed by Pennsylvania State Highway Department. 40.007530 -75.711860 Manor Avenue (US-322) Beaver Creek Downingtown Chester County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 2 0 0 1934 0 Edward Daylor Company Pennsylvania State Highway Department 1 1 30.8 9.39 64 19.51 36.4 11.09 https://historicbridges.org/pennsylvania/bridge123beavercreek/little_elaine_bridge123014_small.jpg https://historicbridges.org/pennsylvania/bridge123beavercreek/little_elaine_bridge123014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge123beavercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.007530,-75.711860
4209 McDowell's Bridge This an unornamented but also unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry K. Ellis. 39.813190 -75.900320 Newark Road (PA-896) East Branch Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1922 0 Unknown Harry K. Ellis 5 4 54 16.46 60 18.29 22.6 6.89 https://historicbridges.org/pennsylvania/bridge36mcdowell/little_elaine_bridge36mcdowell006_small.jpg https://historicbridges.org/pennsylvania/bridge36mcdowell/little_elaine_bridge36mcdowell006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge36mcdowell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.813190,-75.900320
4210 Ewing Road Bridge Phillips Mill Bridge This is a small concrete encased steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.832590 -75.845240 Ewing Road (PA-3044) Middle Branch White Clay Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1911 0 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 1 1 30.8 9.39 33 10.06 16 4.88 https://historicbridges.org/pennsylvania/bridge239phillipsmill/little_elaine_bridge239phillipsmill003_small.jpg https://historicbridges.org/pennsylvania/bridge239phillipsmill/little_elaine_bridge239phillipsmill003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge239phillipsmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.832590,-75.845240
4211 Creek Road Bridge This is one of the earliest and least altered examples of an unusual jack-arch deck steel stringer bridge design in the county. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.955440 -75.648790 Creek Road (PA-3061) Taylors Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1914 0 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 3 4 21 6.4 48 14.63 18 5.49 https://historicbridges.org/pennsylvania/bridge251parks/little_elaine_bridge251024_small.jpg https://historicbridges.org/pennsylvania/bridge251parks/little_elaine_bridge251024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge251parks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.955440,-75.648790
4212 Pusey Mill Road Bridge One of a number of unusual bridges in this county that feature jack-arch decks, this one has original railing. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. McCormick and Son. The bridge was primarily designed by Nathan R. Rambo. 39.827960 -75.899280 Pusey Mill Road Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1915 0 J. McCormick and Son Nathan R. Rambo 3 3 24 7.32 29 8.84 12.5 3.81 https://historicbridges.org/pennsylvania/bridge260quimby/little_elaine_bridge260quimby005_small.jpg https://historicbridges.org/pennsylvania/bridge260quimby/little_elaine_bridge260quimby005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge260quimby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.827960,-75.899280
4213 Thouron Road Bridge This small concrete bridge has minimal aesthetic treatment which is confined to the interior of the bridge railings. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by P. J. McCormick and Son of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.900950 -75.828290 Thouron Road (TR-378) Tributary Doe Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1919 0 P. J. McCormick and Son of West Chester, Pennsylvania Nathan R. Rambo 2 1 20 6.1 27 8.23 17.7 5.39 https://historicbridges.org/pennsylvania/bridge285barnards/little_elaine_bridge285barnards003_small.jpg https://historicbridges.org/pennsylvania/bridge285barnards/little_elaine_bridge285barnards003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge285barnards/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.900950,-75.828290
4214 Smith's Bridge Valley Creek Road Bridge This bridge may not contribute to the Historic District it is in, but it sure harmonizes a lot better than a modern replacement bridge would! The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Harry K. Ellis. 39.990190 -75.666470 Valley Creek Road (PA-3061) Valley Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 2 0 0 1923 0 Unknown Harry K. Ellis 1 1 18 5.49 44 13.41 18.7 5.7 https://historicbridges.org/pennsylvania/bridge294smiths/little_elaine_bridge294006_small.jpg https://historicbridges.org/pennsylvania/bridge294smiths/little_elaine_bridge294006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge294smiths/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.990190,-75.666470
4215 Ewing Road Bridge This is a small concrete encased steel stringer bridge with concrete paneled railings. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by T. G. Colesworthy. 39.846130 -75.905880 Ewing Road (PA-3044) East Branch Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown T. G. Colesworthy 1 1 25 7.62 28 8.53 17 5.18 https://historicbridges.org/pennsylvania/bridge305/little_elaine_bridge305014_small.jpg https://historicbridges.org/pennsylvania/bridge305/little_elaine_bridge305014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge305/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.846130,-75.905880
4220 Washington Bridge Washington Heights Bridge This bridge is one of the most beautiful arch spans around, with a vast network of bracing. The technical description of the main or most noteworthy span of the bridge is a 510 ft (155.45 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Passaic Rolling Mill Company of Paterson, New Jersey. The bridge was primarily designed by Charles Conrad Schneider. 40.845833 -73.925833 181st Street Harlem River New York The Bronx, New York and Manhattan, New York New York United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 2 Stone Semicircular Deck Arch Fixed 0 7 1888 1992 Passaic Rolling Mill Company of Paterson, New Jersey Charles Conrad Schneider 9 9 510 155.45 1684.8 513.53 68 20.73 https://historicbridges.org/newyork/washington/little_pict7201_small.jpg https://historicbridges.org/newyork/washington/little_pict7201.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/washington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.845833,-73.925833
4221 Sunrise Road Bridge Delaware County Bridge 108 This is a small riveted Warren pony truss in good condition. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 40.103540 -85.480530 CR-500 West (Sunrise Road) Williams Creek Rural Delaware County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1920 1999 Indiana Bridge Company of Muncie, Indiana 4 5 49 14.94 51 15.54 13.8 4.21 https://historicbridges.org/indiana/cr500/little_cr5002514_small.jpg https://historicbridges.org/indiana/cr500/little_cr5002514.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr500/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.103540,-85.480530
4223 ! Salina Bridge A long, three span example of an uncommon type, this bridge is enjoyable to view and cross. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 40.524990 -79.494410 Bridge Street (Edmon Road, PA-1060) Kiskiminetas River Salina Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 11 3 0 0 1906 1978 Unknown 7 8 220.2 67.12 669 203.91 18.7 5.7 https://historicbridges.org/pennsylvania/salina/bkg_swpenn0702_small.jpg https://historicbridges.org/pennsylvania/salina/swpenn071162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/salina/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.524990,-79.494410
4225 Rugby Bridge A small riveted Warren pony truss likely from the early 20th Century. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 36.353500 -84.690700 TN-52 (Old Alignment) White Rock Creek Rugby Morgan County, Tennessee Tennessee United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/tennessee/rugby/DSC_0129_small.jpg https://historicbridges.org/tennessee/rugby/DSC_0129.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/rugby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.353500,-84.690700
4226 Point Pleasant - Henderson Railroad Bridge Kanawha River Bridge A very large single span Parker truss with an extensive girder approach system. The technical description of the main or most noteworthy span of the bridge is a 475 ft (144.78 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.833450 -82.131970 Railroad (CSX) Kanawha River Point Pleasant and Henderson Mason County, West Virginia West Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 13 1 Metal Deck Girder Fixed 0 0 1947 0 Unknown 6 6 475 144.78 0 0 0 0 https://historicbridges.org/wvirginia/pointpleasant/bkg_07march063_small.jpg https://historicbridges.org/wvirginia/pointpleasant/07march0089.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/pointpleasant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.833450,-82.131970
4227 Southport Bridge This is one of the only larger size swing bridges in Maine, and it still operates for boats. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Lackawanna Steel Construction Corporation of Buffalo, New York. 43.842640 -69.654060 ME-27 (Western Avenue, Hendricks Hill Road) Townsend Gut Southport Lincoln County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 0 2 1939 1987 Lackawanna Steel Construction Corporation of Buffalo, New York 7 7 180 54.86 374 114 22 6.71 https://historicbridges.org/maine/southport/little_p1490399_small.jpg https://historicbridges.org/maine/southport/little_p1490399.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/southport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.842640,-69.654060
4235 Hastings Railroad Bridge This bridge had a swing main span that was demolished and replaced in 1981, but the approach truss span remains original and noteworthy. The technical description of the main or most noteworthy span of the bridge is a 324 ft (98.76 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 44.746670 -92.847820 Railroad (Canadian Pacific) Mississippi River Hastings Dakota County, Minnesota and Washington County, Minnesota Minnesota United States Metal Polygonal Warren Bolt-Connected Through Truss Movable: Vertical Lift Tower Drive 12 1 Metal Warren Rivet-Connected Through Truss Fixed 6 0 0 1981 Unknown 6 5 324 98.76 1755 534.92 0 0 https://historicbridges.org/minnesota/hastingsrr/little_hastingsrr5765_small.jpg https://historicbridges.org/minnesota/hastingsrr/little_hastingsrr5765.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/hastingsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.746670,-92.847820
4240 28th Street Bridge This is a graceful through truss bridge that carries a highway over a railroad line. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.455890 -79.973310 28th Street Railroad (Norfolk Southern) and Martin Luther King East Busway Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 4 1931 1974 Unknown Pittsburgh Department of Public Works 7 7 210 64.01 315 96.01 22 6.71 https://historicbridges.org/pennsylvania/28thstreet/little_28thstreet2251_small.jpg https://historicbridges.org/pennsylvania/28thstreet/little_add28th_0794.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/28thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.455890,-79.973310
4242 Grand Avenue Bridge Indiana Street Bridge One of the older Chicago bridges, this is an older version of the pony truss bascule bridge design seen in Chicago. The technical description of the main or most noteworthy span of the bridge is a 188 ft (57.3 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.891420 -87.641070 Grand Avenue North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1913 1974 Strobel Steel Construction Company of Chicago, Illinois City of Chicago 7 8 188 57.3 270 82.3 36 10.97 https://historicbridges.org/truss/grandave/little_dscf6861_small.jpg https://historicbridges.org/truss/grandave/little_dscf6861.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.891420,-87.641070
4243 Torrence Avenue Calumet River Bridge Henry Ford II Memorial Bridge This impressive bridge is one of only a couple non-bascule movable bridges that the city constructed in the 20th Century. The technical description of the main or most noteworthy span of the bridge is a 276 ft (84.12 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Great Lakes Dredge and Dock Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by City of Chicago. 41.669440 -87.559170 Torrence Avenue Calumet River Chicago Cook County, Illinois Illinois United States Metal Pennsylvania Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 16 1 Metal Girder Fixed 0 5 1938 0 Great Lakes Dredge and Dock Company of Chicago, Illinois and American Bridge Company of New York, New York City of Chicago 7 8 276 84.12 497 151.49 44 13.41 https://historicbridges.org/illinois/torrence2/little_p1270474_small.jpg https://historicbridges.org/illinois/torrence2/little_p1270474.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/torrence2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.669440,-87.559170
4245 ! Division Street North Branch Bridge Charles Levy Bridge Division Avenue has two rare first generation Chicago bascule bridges within sight of each other, and this is the westernmost one. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Roemheld and Gallery. The bridge was primarily designed by City of Chicago. 41.903330 -87.656940 Division Street North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1903 1983 Roemheld and Gallery City of Chicago 8 8 149 45.42 242 73.76 36 10.97 https://historicbridges.org/illinois/division1/little_divisionwest1818_small.jpg https://historicbridges.org/illinois/division1/little_divisionwest1818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/division1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.903330,-87.656940
4246 California Avenue Bridge This is a two-lane bascule bridge that no longer operates. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.834722 -87.694722 California Avenue Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Strauss Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 3 1926 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 6 5 224 68.28 314 95.71 38 11.58 https://historicbridges.org/illinois/california/little_p1190488_small.jpg https://historicbridges.org/illinois/california/little_p1190488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/california/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.834722,-87.694722
4247 95th Street Bridge This is the bascule bridge the seen in the Blues Brothers movie. The technical description of the main or most noteworthy span of the bridge is a 239 ft (72.85 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Overland Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.722778 -87.543611 95th Street Bridge (US-12) Calumet River Chicago Cook County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1958 0 Overland Construction Company of Chicago, Illinois City of Chicago 6 5 239 72.85 343 104.55 62 18.9 https://historicbridges.org/illinois/95th/little_p1630633_small.jpg https://historicbridges.org/illinois/95th/little_p1630633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/95th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.722778,-87.543611
4248 ! Western Avenue Bridge Looking like a fixed plate girder today, this was once a mighty vertical lift bridge, before the towers were removed. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by City of Chicago. 41.837880 -87.684930 Western Avenue Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Through Girder Movable: Vertical Lift Tower Drive 0 1 Metal Through Girder Fixed 0 2 1940 1942 Strobel Steel Construction Company of Chicago, Illinois City of Chicago 6 5 109 33.22 295 89.92 107.3 32.71 https://historicbridges.org/illinois/western/little_p1190311_2_enhanced_small.jpg https://historicbridges.org/illinois/western/little_p1190311_2_enhanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/western/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.837880,-87.684930
4249 Grantsville Bridge This excellent example of a 1930s standard plan Maryland truss bridge is located in a very beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.695930 -79.142130 US-40 Alt Casselman River Grantsville Garrett County, Maryland Maryland United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1932 2008 Unknown 5 7 133 40.54 137 41.76 40 12.19 https://historicbridges.org/maryland/grantsville/swpenn073103_small.jpg https://historicbridges.org/maryland/grantsville/swpenn073121.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/grantsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.695930,-79.142130
4251 Cleves Bridge While a newer truss, built in 1958, this bridge is still riveted and is noted for its multi-span length. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ohio State Highway Department. 39.169800 -84.757690 US-50 Westbound Great Miami River Cleves Hamilton County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Fixed 8 4 0 0 1958 0 American Bridge Company of New York, New York Ohio State Highway Department 5 6 248 75.59 893 272.19 32.2 9.81 https://historicbridges.org/ohio/cleves/little_pict0864_small.jpg https://historicbridges.org/ohio/cleves/little_pict0864.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cleves/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169800,-84.757690
4255 Brandywine Valley Viaduct This very long viaduct is mostly deck plate girders, but has two truss spans, one rivet-connected and one pin-connected. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 39.994990 -75.699120 Railroad (Norfolk Southern) East Branch Brandywine Creek, US-322, Bradford Avenue, and Old Trolley Road Downingtown Chester County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Deck Truss Fixed 9 1 Metal Deck Girder Fixed 0 24 1904 1951 Pennsylvania Steel Company of Steelton, Pennsylvania 7 7 201 61.26 1451 442.26 0 0 https://historicbridges.org/pennsylvania/brandywinevalleyviaduct/little_tresseldowningtown002_small.jpg https://historicbridges.org/pennsylvania/brandywinevalleyviaduct/little_tresseldowningtown002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brandywinevalleyviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994990,-75.699120
4257 22 Mile Road Bridge This tiny bridge is noted for its railing design, evidence of railing diversity in Michigan. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 43.293680 -85.688020 22 Mile Road Osborn Drain Rural Kent County, Michigan and Newaygo County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/22mileosborne/little_22milerdosborndrain3_small.jpg https://historicbridges.org/michigan/22mileosborne/little_22milerdosborndrain3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/22mileosborne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.293680,-85.688020
4258 South Bend Norfolk Southern Railroad Bridge This bridge does not appear to be in use any more. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 41.693860 -86.263070 Railroad (Norfolk Southern) St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Metal Deck Girder Fixed 0 6 0 0 1926 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 2 3 0 0 0 0 0 0 https://historicbridges.org/indiana/angelarr/little_pict4650_small.jpg https://historicbridges.org/indiana/angelarr/little_angelarr916.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/angelarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.693860,-86.263070
4259 Sackville Bridge This small concrete bowstring arch bridge is the only example of its type in the township. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Rainbow through arch, fixed. The bridge was primarily built by W. C. Gibson of Port Hope, Ontario. 44.083110 -78.304280 Cavan Road Plainville Creek (Cold Creek) Rural Northumberland County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 5 1 0 0 0 0 W. C. Gibson of Port Hope, Ontario 7 7 41 12.5 41 12.5 17.5 5.33 https://historicbridges.org/ontario/sackvillebridge/little_sackvillebridge4503_small.jpg https://historicbridges.org/ontario/sackvillebridge/little_sackvillebridge4503.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sackvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.083110,-78.304280
4261 Green Street Railroad Overpass This structure is actually two stone arch bridges side by side, with one having a brick ring. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.950720 -75.971670 Railroad (Pennsylvania Railroad) Green Street Atglen Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/atglengreenst/little_elaine_atglengreenstreetamtrak001_small.jpg https://historicbridges.org/pennsylvania/atglengreenst/little_elaine_atglengreenstreetamtrak001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/atglengreenst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.950720,-75.971670
4262 Main Street Railroad Overpass This is a representative example of a Pennsylvania Railroad plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.950320 -75.973840 Railroad (Pennsylvania Railroad) Main Street Atglen Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/atglenmainst/little_elaine_atglenmainstamtrak001_small.jpg https://historicbridges.org/pennsylvania/atglenmainst/little_elaine_atglenmainstamtrak001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/atglenmainst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.950320,-75.973840
4264 Boot Road Philadelphia and Thorndale Line Railroad Overpass This is a traditional stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.005180 -75.661070 Railroad (Pennsylvania Railroad) Boot Road Rural Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/bootroad/little_elaine_bootrdhigh003_small.jpg https://historicbridges.org/pennsylvania/bootroad/little_elaine_bootrdhigh003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bootroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005180,-75.661070
4265 Boot Road Railroad Overpass This is a narrow stone arch overpass with a couple alterations. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.005810 -75.662910 Railroad (Pennsylvania Railroad) Boot Road Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/bootroad2/little_elaine_bootrdmainline001_small.jpg https://historicbridges.org/pennsylvania/bootroad2/little_elaine_bootrdmainline001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bootroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005810,-75.662910
4267 Burgoyne Road Railroad Overpass West This road passes under the same railroad line twice in a short distance, yet the two overpasses are not the same design. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.008900 -75.650950 Railroad (Pennsylvania Railroad) Burgoyne Road Rural Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/burgoyneroad/little_elaine_burgoynerdhigh1west001_small.jpg https://historicbridges.org/pennsylvania/burgoyneroad/little_elaine_burgoynerdhigh1west001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/burgoyneroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008900,-75.650950
4268 PA-372 Railroad Overpass Valley Avenue Railroad Overpass This is an unaltered representative example of a stone arch overpass on the Pennsylvania Railroad. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by C. A. Sims and Company. The bridge was primarily designed by William H. Brown. 39.946840 -75.988400 Railroad (Pennsylvania Railroad) Valley Avenue (PA-372) Atglen Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1904 0 C. A. Sims and Company William H. Brown 5 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/atglenrt372/little_elaine_atglenrt372amtrak003_small.jpg https://historicbridges.org/pennsylvania/atglenrt372/little_elaine_atglenrt372amtrak003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/atglenrt372/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.946840,-75.988400
4269 Burgoyne Road Railroad Overpass East This road passes under the same railroad line twice in a short distance, yet the two overpasses are not the same design. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.010610 -75.646510 Railroad (Pennsylvania Railroad) Burgoyne Road Rural Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1903 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/burgoyneroad2/little_elaine_burgoynerdhigh2east003_small.jpg https://historicbridges.org/pennsylvania/burgoyneroad2/little_elaine_burgoynerdhigh2east003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/burgoyneroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.010610,-75.646510
4271 Noble Road Railroad Overpass This is a very impressive semicircular stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Charles A. Sims and Company. The bridge was primarily designed by William H. Brown. 39.945570 -75.992180 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Noble Road and East Branch Octoraro Creek Atglen Chester County, Pennsylvania and Lancaster County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1903 0 Charles A. Sims and Company William H. Brown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/chescolancooctoraranoblerd/little_elaine_noblerd001_small.jpg https://historicbridges.org/pennsylvania/chescolancooctoraranoblerd/little_elaine_noblerd001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chescolancooctoraranoblerd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.945570,-75.992180
4272 Church Street Railroad Overpass This is an extremely rare example of a skewed stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.899570 -76.165050 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Church Street Quarryville Lancaster County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/quarryvillechurchst/little_elaine_quarryvillechurchst002_small.jpg https://historicbridges.org/pennsylvania/quarryvillechurchst/little_elaine_quarryvillechurchst002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarryvillechurchst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.899570,-76.165050
4273 Cedar Hollow Road Railroad Overpass This is a very narrow stone arch overpass with a brick barrel interior. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.049150 -75.498650 Railroad (Pennsylvania Railroad) Cedar Hollow Road Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/cedarhollowroad/little_elaine_cedarhollowroad005_small.jpg https://historicbridges.org/pennsylvania/cedarhollowroad/little_elaine_cedarhollowroad005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cedarhollowroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.049150,-75.498650
4275 Lloyd Avenue Railroad Overpass This decent sized stone arch overpass provides enough room for two lanes of traffic. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.996570 -75.723730 Railroad (Pennsylvania Railroad) Lloyd Avenue Downingtown Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1904 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/lloydave/little_elaine_lloydavehigh001_small.jpg https://historicbridges.org/pennsylvania/lloydave/little_elaine_lloydavehigh001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lloydave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.996570,-75.723730
4276 Brandywine Avenue Railroad Overpass This crossing consists of a stone arch bridge plus a fairly old concrete slab structure as well. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.002840 -75.702290 Railroad (Pennsylvania Railroad) Brandywine Avenue (US-322) Downingtown Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/manoravert322/little_elaine_manoravert322001_small.jpg https://historicbridges.org/pennsylvania/manoravert322/little_elaine_manoravert322001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/manoravert322/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002840,-75.702290
4277 Greenbelt Drive Railroad Overpass With good historic integrity, this is a stone arch bridge with a brick barrel. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.965620 -75.892740 Railroad (Pennsylvania Railroad) Greenbelt Drive Pomeroy Chester County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pomeroygreenbeltdriveoldprr/little_elaine_pomeroygreenbeltdr009_small.jpg https://historicbridges.org/pennsylvania/pomeroygreenbeltdriveoldprr/little_elaine_pomeroygreenbeltdr009.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pomeroygreenbeltdriveoldprr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.965620,-75.892740
4278 Oak Street Railroad Overpass This stone arch was widened a long time ago with a concrete arch structure which is itself today worth noting. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.965610 -75.889590 Railroad (Pennsylvania Railroad) Oak Street Pomeroy Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pomeroyoakst/main_small.jpg https://historicbridges.org/pennsylvania/pomeroyoakst/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pomeroyoakst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.965610,-75.889590
4281 Warren Avenue Railroad Overpass This is one of a number of Pennsylvania Railroad overpasses that are stone except for the arch ring and barrel which is brick. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.036580 -75.515120 Railroad (Pennsylvania Railroad) Warren Avenue Malvern Chester County, Pennsylvania Pennsylvania United States Stone and Brick Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/warrenave/little_elaine_warrenavemalvern004_small.jpg https://historicbridges.org/pennsylvania/warrenave/little_elaine_warrenavemalvern004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/warrenave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.036580,-75.515120
4282 Pine Creek Railroad Bridge This small arch bridge has a brick ring and barrel. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.953490 -75.994110 Railroad (Pennsylvania Railroad) Pine Creek Rural Chester County, Pennsylvania and Lancaster County, Pennsylvania Pennsylvania United States Stone and Brick Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/christianaamtrakpinecreek/little_elaine_christianaamtrakpinecreek002_small.jpg https://historicbridges.org/pennsylvania/christianaamtrakpinecreek/little_elaine_christianaamtrakpinecreek002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/christianaamtrakpinecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.953490,-75.994110
4285 Quarryville Railroad Overpass This is a representative example of a Pennsylvania Railroad plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.899580 -76.164190 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Private Drive Quarryville Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/quarryvillegirder/little_elaine_quarryvillechurchstgirder013_small.jpg https://historicbridges.org/pennsylvania/quarryvillegirder/little_elaine_quarryvillechurchstgirder013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarryvillegirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.899580,-76.164190
4286 Glen Allen Mill Bridge This is one of a couple unusual arch bridges in this county with uncommon railing design. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by W. H. Drawbaugh of Dover, Pennsylvania. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. 40.164200 -76.938670 McCormick Road (TR-626) Yellow Breeches Creek Rural Cumberland County, Pennsylvania and York County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1918 0 W. H. Drawbaugh of Dover, Pennsylvania Charles A. Williams of Jacobus, Pennsylvania 6 6 65 19.81 131 39.93 13 3.96 https://historicbridges.org/pennsylvania/glenallenmillbridge/little_elaine_glenallenmillbridge15_small.jpg https://historicbridges.org/pennsylvania/glenallenmillbridge/little_elaine_glenallenmillbridge15.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenallenmillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.164200,-76.938670
4290 Old Mill Road Bridge This is a good representative example of a concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete t-beam, fixed. The bridge was primarily built by Pottsville Construction Company of Pottsville, Pennsylvania. 40.868050 -76.175250 Old Mill Road (TR-455) Catawissa Creek Rural Schuylkill County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1927 1985 Pottsville Construction Company of Pottsville, Pennsylvania 2 3 37 11.28 79 24.08 24 7.32 https://historicbridges.org/pennsylvania/bridge103/little_elaine_bridge1034_small.jpg https://historicbridges.org/pennsylvania/bridge103/little_elaine_bridge1034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge103/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.868050,-76.175250
4296 Fairview Street Bridge This is a example of a small concrete arch bridge that is not heavily altered. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.813620 -76.039450 Fairview Street (PA-1020) Pine Creek Rural Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Unknown 4 4 60 18.29 60 18.29 22 6.71 https://historicbridges.org/pennsylvania/sr1020overpinecreek/little_elaine_sr1020overpinecreek11_small.jpg https://historicbridges.org/pennsylvania/sr1020overpinecreek/little_elaine_sr1020overpinecreek11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr1020overpinecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.813620,-76.039450
4297 US-209 Bridge This fascinating bridge was built around rocky outcroppings and looks like it leaps right out of the solid rock! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.691760 -76.168310 US-209 Railroad (Reading Blue Mountain and Northern) Port Carbon Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1922 0 Unknown 6 6 70 21.34 70 21.34 24.3 7.41 https://historicbridges.org/pennsylvania/rt209/little_elaine_rt209portcarbon3_small.jpg https://historicbridges.org/pennsylvania/rt209/little_elaine_rt209portcarbon3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt209/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691760,-76.168310
4298 Port Carbon Railroad Bridges This is an unusual pair of concrete bridges that allow a railroad line to branch off in a Y formation. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.691400 -76.168300 Railroad (Reading Blue Mountain and Northern) Schuylkill River Port Carbon Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1912 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/portcarbonrr/little_elaine_portcarbontrainbridge_2_21_small.jpg https://historicbridges.org/pennsylvania/portcarbonrr/little_elaine_portcarbontrainbridge_2_21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portcarbonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691400,-76.168300
4299 Pottsville Schuylkill River Bridge This is an interesting pedestrian foot bridge that has been abandoned so long that a tree of substantial size is growing through it. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.685460 -76.181100 None (Abandoned) Schuylkill River Pottsville Schuylkill County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rt209pedistrianbridge/little_elaine_pottsvillert209pedistrian3_small.jpg https://historicbridges.org/pennsylvania/rt209pedistrianbridge/little_elaine_pottsvillert209pedistrian3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt209pedistrianbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.685460,-76.181100
4301 Reeds Road Bridge One of a number of 20th Century bridges in Chester County noted for their elaborate stone substructures. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Irwin T. Stout. 40.050690 -75.735220 Reeds Road East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1939 0 Irwin T. Stout 1 1 40 12.19 86 26.21 19.4 5.91 https://historicbridges.org/pennsylvania/bridge134reedsroad/little_elaine_bridge134reedsroad007_small.jpg https://historicbridges.org/pennsylvania/bridge134reedsroad/little_elaine_bridge134reedsroad007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge134reedsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.050690,-75.735220
4304 Marion Williamsport Road Bridge This is an attractive Warren pony truss in decent condition. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.606190 -82.811600 Marion Williamsport Road (CR-61) Whetstone Creek Rural Morrow County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 2001 Unknown 5 5 71 21.64 72 21.95 16 4.88 https://historicbridges.org/ohio/cr61_5930030/little_cr61_5930030_346_small.jpg https://historicbridges.org/ohio/cr61_5930030/little_cr61_5930030_347.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr61_5930030/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.606190,-82.811600
4306 Outerbridge Crossing This impressive and large cantilever bridge is an increasingly old and rare surviving example of its type in this region. The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. A. L. Waddell. 40.524760 -74.246480 NY-440 and NJ-440 Arthur Kill Perth Amboy and New York Middlesex County, New Jersey and Staten Island, New York New Jersey and New York United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 5 Metal Deck Girder Fixed 0 74 1928 2013 Unknown J. A. L. Waddell 9 8 750 228.6 10140 3090.67 39.7 12.1 https://historicbridges.org/newjersey/outerbridgecrossing/little_outerbridgecrossing009571_small.jpg https://historicbridges.org/newjersey/outerbridgecrossing/little_outerbridgecrossing009571.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/outerbridgecrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.524760,-74.246480
4309 Greenwich Bridge This is an uncommon example of a concrete encased steel through plate girder. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Reading Contracting Company of Reading, Pennsylvania. 40.536740 -75.799400 Long Dam Road Sacony Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Through Girder Fixed 0 2 0 0 1915 0 Reading Contracting Company of Reading, Pennsylvania 3 4 80 24.38 82 24.99 17.4 5.3 https://historicbridges.org/pennsylvania/longdamroad/little_elaine_longdamroad001_small.jpg https://historicbridges.org/pennsylvania/longdamroad/little_elaine_longdamroad001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/longdamroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.536740,-75.799400
4311 Intercounty Bridge Juniata Road Bridge This is an impressive, nicely decorated concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.402650 -77.013120 Juniata Road (PA-849) Juniata River Duncannon Dauphin County, Pennsylvania and Perry County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1922 0 Unknown 6 6 130 39.62 650 198.12 20 6.1 https://historicbridges.org/pennsylvania/clarksferryjuniata/little_elaine_clarksferryjuniatarv001_small.jpg https://historicbridges.org/pennsylvania/clarksferryjuniata/little_elaine_clarksferryjuniatarv001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarksferryjuniata/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.402650,-77.013120
4314 Valley Station Bridge This curved bridge is a pair of deck plate girder bridges, but only one actually has a deck today. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.990190 -75.830260 Railroad (Reading Railroad) Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 4 0 0 0 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rockrun/little_elaine_bridge2008_small.jpg https://historicbridges.org/pennsylvania/rockrun/little_elaine_bridge2008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.990190,-75.830260
4319 Montchanin Road Railroad Overpass This is a traditionally composed plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.813790 -75.586390 Railroad (Pennsylvania Railroad Octoraro Branch) DE-100 (Montchanin Road) Rural New Castle County, Delaware Delaware United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/delaware/rt100/little_elaine_dert100wilming_and_northern001_small.jpg https://historicbridges.org/delaware/rt100/little_elaine_dert100wilming_and_northern001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/rt100/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.813790,-75.586390
4321 Rock Run Bridge This is a relatively late stone arch bridge of decent size. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Corcoran Construction Company of West Chester, Pennsylvania. The bridge was primarily designed by Nathan R. Rambo. 39.991720 -75.830750 Wagontown Road (PA-4003) West Branch Brandywine Creek Rock Run Chester County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1918 2009 Corcoran Construction Company of West Chester, Pennsylvania Nathan R. Rambo 6 6 40 12.19 178.2 54.32 26 7.92 https://historicbridges.org/pennsylvania/bridge101rockrun/little_bridge101rockrun007_small.jpg https://historicbridges.org/pennsylvania/bridge101rockrun/little_bridge101rockrun007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge101rockrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.991720,-75.830750
4322 Elkview Railroad Bridge This is a relatively short example of the tower and girder type of railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.806870 -75.904060 Railroad (Pennsylvania Railroad Octoraro Branch) East Branch Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 12 0 0 0 0 Unknown 6 5 0 0 853 259.99 4.5 1.37 https://historicbridges.org/pennsylvania/prroctorarobranch/little_elaine_phil_and_baltrrtrussbridge001_small.jpg https://historicbridges.org/pennsylvania/prroctorarobranch/little_elaine_phil_and_baltrrtrussbridge001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prroctorarobranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.806870,-75.904060
4323 Phoenixville Pike Bridge This is an unaltered representative example of a plate girder overpass on the Pennsylvania Railroad. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 40.030220 -75.585460 Railroad (Pennsylvania Railroad) Phoenixville Pike Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1903 0 Pennsylvania Steel Company of Steelton, Pennsylvania 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/phoenixvillepike/little_elaine_phoenixvillepikeprr001_small.jpg https://historicbridges.org/pennsylvania/phoenixvillepike/little_elaine_phoenixvillepikeprr001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/phoenixvillepike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.030220,-75.585460
4324 Buck Run Railroad Bridge This plate girder and nearby remains of an overpass are a reminder that a railroad line once ran through here. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.951010 -75.882380 Railroad (Abandoned Pennsylvania Railroad Pomery to Newark Branch) Buck Run Rural Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/timacularoad/little_elaine_timacularoadirongirder_num1004_small.jpg https://historicbridges.org/pennsylvania/timacularoad/little_elaine_timacularoadirongirder_num1004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/timacularoad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.951010,-75.882380
4325 Wagontown Road Bridge This bridge has an unusual concrete jack-arch deck. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.991150 -75.830140 Wagontown Road Railroad (Delaware Valley Railroad) Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1918 0 Unknown 4 4 35 10.67 40 12.19 29 8.84 https://historicbridges.org/pennsylvania/wagontown/little_elaine_rockrunwagontownrd008_small.jpg https://historicbridges.org/pennsylvania/wagontown/little_elaine_rockrunwagontownrd008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wagontown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.991150,-75.830140
4326 Wilson Mill Road Railroad Bridge This is an unusual girder bridge with a concrete slab span over an adjacent road. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.798180 -75.941880 Railroad (Conrail) Wilson Mill Road and West Branch Big Elk Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 Concrete Slab Fixed 0 1 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/wilsonmillrd/little_elaine_wilsonmillrd016_small.jpg https://historicbridges.org/pennsylvania/wilsonmillrd/little_elaine_wilsonmillrd016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wilsonmillrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798180,-75.941880
4327 Poplar Neck Bridge This concrete arch bridge was extensively reconstructed and widened in 1952. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Whitaker and Diehl of Harrisburg, Pennsylvania. 40.302250 -75.905610 Poplar Neck Road Schuylkill River Rural Berks County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete T-Beam Fixed 0 6 1918 1952 Whitaker and Diehl of Harrisburg, Pennsylvania 5 5 91 27.74 550 167.64 24 7.32 https://historicbridges.org/pennsylvania/poplarneckrdschuylkillriver/little_elaine_poplarneckrdschuylkillriver008_small.jpg https://historicbridges.org/pennsylvania/poplarneckrdschuylkillriver/little_elaine_poplarneckrdschuylkillriver008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdschuylkillriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.302250,-75.905610
4330 Martic Forge Railroad Bridge This is an impressive high level bridge with a deck truss span. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 39.907960 -76.328560 Railroad (Abandoned, Future Enola Low Grade Rail-Trail) Pequea Creek Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 1910 0 Unknown 6 7 92 28.04 585 178.31 0 0 https://historicbridges.org/pennsylvania/marticforgepequeacrktrestle/little_elaine_pequeatrestle32_small.jpg https://historicbridges.org/pennsylvania/marticforgepequeacrktrestle/little_elaine_pequeatrestle32.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/marticforgepequeacrktrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.907960,-76.328560
4333 Valley Station Bridge One of two railroad bridges in this area, and both carry the same railroad line over the same creek. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 39.991850 -75.829300 Railroad (Reading Railroad) Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 0 0 0 1917 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rockrun2/little_elaine_rockrun007_small.jpg https://historicbridges.org/pennsylvania/rockrun2/little_elaine_rockrun007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockrun2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.991850,-75.829300
4334 Struble Trail Bridge Although on a rail-trail now, this former railroad bridge is otherwise unaltered. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 40.039470 -75.707120 Railroad (Struble Rail-Trail) Harmona Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 1 0 0 1916 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/strubletrailshamonacreek/little_elaine_strubletrailovershamonacreek012_small.jpg https://historicbridges.org/pennsylvania/strubletrailshamonacreek/little_elaine_strubletrailovershamonacreek012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/strubletrailshamonacreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.039470,-75.707120
4335 Safe Harbor Enola Low Grade Railroad Bridge Sitting next to a lower plate girder bridge, this is an impressive railroad deck truss bridge with a curved series of girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.925150 -76.384430 Railroad (Enola Low Grade Rail-Trail) Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Deck Truss Fixed 11 1 Metal Deck Girder Fixed 0 26 1905 0 American Bridge Company of New York, New York 7 7 300 91.44 1561 475.79 0 0 https://historicbridges.org/pennsylvania/powerhousetrestle/little_elaine_powerhousetrestle16_small.jpg https://historicbridges.org/pennsylvania/powerhousetrestle/little_elaine_powerhousetrestle16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/powerhousetrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.925150,-76.384430
4337 Whirlpool Rapids Railroad Bridge Michigan Central Railway Bridge This rare, monumental historic bridge provides a pleasing compliment to its older highway companion. The technical description of the main or most noteworthy span of the bridge is a 640 ft (195.07 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Olaf Hoff of New York, New York. 43.108570 -79.058240 Railroad (Abandoned Canadian Pacific) Niagara River Niagara Falls Niagara Region, Ontario and Niagara County, New York Ontario and New York Canada and United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 16 1 Metal Deck Girder Fixed 0 2 1925 0 American Bridge Company of New York, New York Olaf Hoff of New York, New York 9 9 640 195.07 863.3 263.13 0 0 https://historicbridges.org/truss/whirlpoolrr/little_p1410333_small.jpg https://historicbridges.org/truss/whirlpoolrr/little_p1410333.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/whirlpoolrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.108570,-79.058240
4339 Buck Run Road Bridge This is a concrete arch bridge with period state standard concrete railing. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Dalton Brothers. The bridge was primarily designed by Pennsylvania State Highway Department. 39.922580 -75.850320 Buck Run Road (Gum Tree Road) Buck Run Rural Chester County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Dalton Brothers Pennsylvania State Highway Department 5 5 60 18.29 62 18.9 30 9.14 https://historicbridges.org/pennsylvania/buckrunroad/little_elaine_buckrunrd2_small.jpg https://historicbridges.org/pennsylvania/buckrunroad/little_elaine_buckrunrd2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/buckrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.922580,-75.850320
4341 Indian Creek Railroad Bridges Pomeroy and Newark Railroad Bridges This is a pair of nearly idencial plate girder bridges located about a quarter mile from each other on the same line crossing the same creek. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 39.831260 -75.801970 Railroad (Norfolk Southern) Indian Creek Avondale Chester County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pomeroynewarkinavondale/little_elaine_bridge1offlakeroad1_small.jpg https://historicbridges.org/pennsylvania/pomeroynewarkinavondale/little_elaine_bridge1offlakeroad1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pomeroynewarkinavondale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.831260,-75.801970
4346 McCormick Road Private Bridges This is an impressive stone arch bridge, plus there are a couple nearby much smaller stone bridges. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway. 40.163730 -76.965730 Private Driveway Yellow Breeches Creek Rural Cumberland County, Pennsylvania and York County, Pennsylvania Pennsylvania United States This bridge is on a private driveway. Stone Segmental Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/mccormickrd_privateln2/little_elaine_privatebridge14_small.jpg https://historicbridges.org/pennsylvania/mccormickrd_privateln2/little_elaine_privatebridge14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mccormickrd_privateln2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.163730,-76.965730
4349 Boiling Springs Bridge Ege's Bridge This is a very old and decent sized stone arch bridge that contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.147070 -77.123540 Race Street (TR-538) Yellow Breeches Creek Boiling Springs Cumberland County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 1854 0 Unknown 7 7 40 12.19 104 31.7 17 5.18 https://historicbridges.org/pennsylvania/mountainhillrd_boilingsprings/little_elaine_mountainhillrd6_small.jpg https://historicbridges.org/pennsylvania/mountainhillrd_boilingsprings/little_elaine_mountainhillrd6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mountainhillrd_boilingsprings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.147070,-77.123540
4350 Race Street Bridge This is a small concrete arch bridge that contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by G. W. Ensign of Camp Hill, Pennsylvania. 40.147070 -77.125020 Race Street (TR-538) Tributary Yellow Breeches Creek Boiling Springs Cumberland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 G. W. Ensign of Camp Hill, Pennsylvania 3 3 24 7.32 27 8.23 15.4 4.69 https://historicbridges.org/pennsylvania/racest_boilingsprings/little_elaine_racest1_small.jpg https://historicbridges.org/pennsylvania/racest_boilingsprings/little_elaine_racest1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/racest_boilingsprings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.147070,-77.125020
4354 Lime Street Railroad Overpass This traditional plate girder overpass is one of a number of old bridges that enhance the heritage value of the Enola Low Grade Rail-Trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.899810 -76.159600 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Lime Street Quarryville Lancaster County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/quarryvillelimestreet/little_elaine_limestreet1_small.jpg https://historicbridges.org/pennsylvania/quarryvillelimestreet/little_elaine_limestreet1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quarryvillelimestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.899810,-76.159600
4359 Vintage Road Railroad Overpass This is a traditional stone arch overpass, and part of a rail-trail today. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.925090 -76.054130 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Vintage Road Rural Lancaster County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/vintagerd/little_elaine_vintagerd2_small.jpg https://historicbridges.org/pennsylvania/vintagerd/little_elaine_vintagerd2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/vintagerd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.925090,-76.054130
4360 Marticville Road Railroad Overpass Thanks to a widening project, this is a nice looking 1905 stone arch on one side, and a nice looking 1916 concrete arch on the other. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by H. S. Kerbaugh. The bridge was primarily designed by William H. Brown. 39.909860 -76.315190 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Marticville Road (Old PA-324) Rural Lancaster County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1905 1916 H. S. Kerbaugh William H. Brown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rt324redhillrd/little_main_small.jpg https://historicbridges.org/pennsylvania/rt324redhillrd/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt324redhillrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.909860,-76.315190
4361 Lancaster Pike Southbound Railroad Overpass This attractive and fairly large stone overpass provides for a road with two lanes and considerable shoulder. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.924940 -76.253790 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Lancaster Pike (PA-272) Rural Lancaster County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 1918 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rt272southbound/little_elaine_rt272sb1_small.jpg https://historicbridges.org/pennsylvania/rt272southbound/little_elaine_rt272sb1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt272southbound/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.924940,-76.253790
4362 Lancaster Pike Northbound Railroad Overpass This odd looking tunnel-like structure is actually a stone arch bridge covered up with concrete. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.925580 -76.251400 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Lancaster Pike (PA-272) Rural Lancaster County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 1918 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rt272northbound/little_elaine_rt272nb4_small.jpg https://historicbridges.org/pennsylvania/rt272northbound/little_elaine_rt272nb4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt272northbound/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.925580,-76.251400
4363 Quaker Church Road Railroad Overpass This traditional plate girder overpass is one of a number of old bridges that enhance the heritage value of the Enola Low Grade Rail-Trail. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.927400 -76.047040 Railroad (Pennsylvania Railroad, Enola Low Grade Rail-Trail) Quaker Church Road Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/quakerchurchrd/little_elaine_quakerchurchrd2_small.jpg https://historicbridges.org/pennsylvania/quakerchurchrd/little_elaine_quakerchurchrd2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/quakerchurchrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.927400,-76.047040
4364 Pequea Creek Railroad Bridge This is a traditional example of a railroad concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.887960 -76.367080 Railroad (Norfolk Southern) Pequea Creek Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1919 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pequeacreekrrbridge/little_elaine_pequeacreekrrbridge9_small.jpg https://historicbridges.org/pennsylvania/pequeacreekrrbridge/little_elaine_pequeacreekrrbridge9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pequeacreekrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.887960,-76.367080
4365 Slate Hill Road Bridge This bridge is mostly composed of stone, but the fascia of the arch ring is brick. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.202750 -76.925790 Slate Hill Road (TR-955) Yellow Breeches Creek Rural Cumberland County, Pennsylvania and York County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 6 33 10.06 123 37.49 18 5.49 https://historicbridges.org/pennsylvania/millerbridge_slatehillrd/little_elaine_millerbridge1_small.jpg https://historicbridges.org/pennsylvania/millerbridge_slatehillrd/little_elaine_millerbridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/millerbridge_slatehillrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.202750,-76.925790
4368 Willimansett Bridge This is an extremely early example of a large bridge with riveted connections. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by R. F. Hawkins Iron Works of Springfield, Massachusetts. The bridge was primarily designed by Edward S. Shaw of Boston, Massachusetts. 42.194910 -72.601280 Cabot Street (MA-116 and MA-141) Connecticut River and Railroad (Pioneer Valley Railroad) Holyoke and Chicopee Hampden County, Massachusetts Massachusetts United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 10 4 Metal Deck Girder Fixed 0 2 1891 0 R. F. Hawkins Iron Works of Springfield, Massachusetts Edward S. Shaw of Boston, Massachusetts 8 8 173 52.73 798 243.23 26.9 8.2 https://historicbridges.org/massachusetts/willimansett/little_pict8071_small.jpg https://historicbridges.org/massachusetts/willimansett/little_pict8085.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/willimansett/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.194910,-72.601280
4370 Isleton Bridge With its two rare rainbow arch spans and a steel heel-trunnion truss bascule span, this is a unique combination of concrete and steel. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 38.171950 -121.593770 CA-160 Sacramento River Rural Sacramento County, California California United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Heel Trunnion 0 3 Concrete Rainbow Through Arch Fixed 0 6 1923 1953 American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 226 68.88 624 190.2 17.7 5.39 https://historicbridges.org/california/isletonbridge/little_day2_isletonbridge01651_small.jpg https://historicbridges.org/california/isletonbridge/little_day2_isletonbridge01651.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/isletonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.171950,-121.593770
4371 Burroughs Street Bridge This extremely rare two-span pony truss was moved from Kent County. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.870660 -84.898800 Portland Riverwalk Rail-Trail Looking Glass River Portland Ionia County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 4 2 0 0 1905 1939 Unknown 6 7 57 17.37 120 36.58 13.5 4.11 https://historicbridges.org/truss/burroughs/bkg_07march528_small.jpg https://historicbridges.org/truss/burroughs/07march1446.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/burroughs/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.870660,-84.898800
4372 Belleville Road Bridge Burroughs Street Bridge This historic camelback truss was moved to Burroughs Street from Wayne County The technical description of the main or most noteworthy span of the bridge is a 119.8 ft (36.52 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Michigan State Highway Department. Special note about bridge location: The previous (original) location of this bridge in Wayne County was at 42.211527, -83.492731 42.965720 -85.351170 Burroughs Street Flat River Rural Kent County, Michigan Michigan United States The previous (original) location of this bridge in Wayne County was at 42.211527, -83.492731 Metal Camelback Rivet-Connected Pony Truss Fixed 8 1 0 0 1925 1995 Mount Vernon Bridge Company of Mount Vernon, Ohio Michigan State Highway Department 5 7 119.8 36.52 125 38.1 27 8.23 https://historicbridges.org/truss/belleville/little_dscf6911_small.jpg https://historicbridges.org/truss/belleville/little_dscf6922.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/belleville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.965720,-85.351170
4377 Wood Road Bridge Red Bridge This magnificent bridge is a rare pin-connected Baltimore and also has Phoenix Columns! The technical description of the main or most noteworthy span of the bridge is a 206.7 ft (63 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 42.252520 -77.216870 Wood Road Cohocton River Rural Steuben County, New York New York United States Metal Baltimore Pin-Connected Through Truss Fixed 12 1 0 0 1897 1930 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 206.7 63 206.7 63 13.5 4.11 https://historicbridges.org/newyork/wood/newyork0487_small.jpg https://historicbridges.org/newyork/wood/newyork0487.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.252520,-77.216870
4382 Knoebels Amusement Park Bridge Knoebels Amusement Resort relocated and reused this rare Phoenix Column truss bridge for a train ride in the park. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.880780 -76.504110 Railroad (Old Smokey Train Ride) South Branch Roaring Creek Knoebels Grove Columbia County, Pennsylvania and Northumberland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/knoebels/little_elaine_knoebelsphoenixbridge013_small.jpg https://historicbridges.org/pennsylvania/knoebels/little_elaine_knoebelsphoenixbridge013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/knoebels/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.880780,-76.504110
4386 Pine Island Drive Bridge One of Michigan's most significant bridges, this unusual, yet beautiful bridge is noted for its arch shape and overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 92.3 ft (28.13 m) concrete curved chord through girder, fixed. The bridge was primarily built by Peter Brill of Vriesland, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.124030 -85.650810 Pine Island Drive Rogue River Rural Kent County, Michigan Michigan United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1924 2014 Peter Brill of Vriesland, Michigan Michigan State Highway Department 9 10 92.3 28.13 100 30.48 20 6.1 https://historicbridges.org/concrete/pineisland/little_pineislanddrivebridge1283_7_8_fused_small.jpg https://historicbridges.org/concrete/pineisland/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/pineisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.124030,-85.650810
4387 Bolson Bridge Iowa Bridge Number 347310 A representative example of a rural standard plan Parker truss in Iowa. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 43.318470 -91.673230 143rd Avenue Upper Iowa River Rural Winneshiek County, Iowa Iowa United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 6 5 150 45.72 217.2 66.2 14.8 4.51 https://historicbridges.org/iowa/143rd/little_dscf5614_small.jpg https://historicbridges.org/iowa/143rd/little_dscf5614.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/143rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.318470,-91.673230
4393 ! Clarksville Bridge This bridge is a former railroad-related bridge that was relocated here in 1944. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 39.972990 -80.045980 Center Street (PA-1001) Tenmile Creek Clarksville Greene County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Pony Truss Fixed 9 1 Metal Through Girder Fixed 0 1 0 1944 Unknown 6 5 83 25.3 151 46.02 24 7.32 https://historicbridges.org/pennsylvania/clarksville/little_dscf6065_small.jpg https://historicbridges.org/pennsylvania/clarksville/little_dscf6065.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clarksville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.972990,-80.045980
4394 ! Brownsville Road Bridge PA-88 Peters Creek Bridge This is a traditionally composed example of a highway through plate girder. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal through girder, fixed. The bridge was primarily built by F. S. Wilson of Kittanning, Pennsylvania. 40.250400 -80.003440 Brownsville Road (PA-88) Peters Creek Rural Washington County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1916 1995 F. S. Wilson of Kittanning, Pennsylvania 6 6 63 19.2 65 19.81 22 6.71 https://historicbridges.org/pennsylvania/pa88peterscreek/little_pa88peterscreek0656_small.jpg https://historicbridges.org/pennsylvania/pa88peterscreek/little_pa88peterscreek0656.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa88peterscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.250400,-80.003440
4396 Wenatchee Bridge Columbia River Bridge One of the oldest surviving highway cantilever truss bridges, this iconic bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marvin Chase. 47.414660 -120.297260 Apple Capital Loop Trail (Former Bridge Street and 9th Street) Columbia River Wenatchee and East Wenatchee Chelan County, Washington and Douglas County, Washington Washington United States Metal Baltimore Pin-Connected Through Truss Fixed 26 Cantilever 3 Metal Deck Girder Fixed 0 0 1908 2008 Unknown Marvin Chase 9 10 520 158.5 1320 402.34 20.5 6.25 https://historicbridges.org/washington/wenatcheecantileverbridge/little_wenatcheecantileverbridge4586_small.jpg https://historicbridges.org/washington/wenatcheecantileverbridge/little_wenatcheecantileverbridge4586.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wenatcheecantileverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.414660,-120.297260
4398 Joso High Bridge This is an impressive high and long tower and girder style railroad bridge that also includes deck truss main spans. The technical description of the main or most noteworthy span of the bridge is a 246 ft (74.98 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. 46.593400 -118.228600 Railroad (Union Pacific) Snake River (Lake Herbert G West) Rural Franklin County, Washington and Walla Walla County, Washington Washington United States Metal Warren Rivet-Connected Deck Truss Fixed 8 5 Metal Deck Girder Fixed 0 23 1914 1968 Kelly-Atkinson Construction Company of Chicago, Illinois 8 8 246 74.98 3920 1194.82 0 0 https://historicbridges.org/washington/josohighbridge/little_josohighbridge4980_small.jpg https://historicbridges.org/washington/josohighbridge/little_josohighbridge4980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/josohighbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.593400,-118.228600
4400 Grand Coulee Bridge Adjacent to the Grand Coulee Dam, this is an early surviving example of the distinctive design of cantilever truss found in the state. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by J. H. Pomeroy of San Francisco, California. The bridge was primarily designed by Washington Department of Highways. 47.965440 -118.982160 WA-155 Columbia River Coulee Dam Douglas County, Washington and Okanogan County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 22 Cantilever 3 Concrete T-Beam Fixed 0 4 1935 0 J. H. Pomeroy of San Francisco, California Washington Department of Highways 8 8 550 167.64 1089 331.93 20.3 6.19 https://historicbridges.org/washington/grandcouleebridge/little_grandcouleebridge3367_small.jpg https://historicbridges.org/washington/grandcouleebridge/little_grandcouleebridge3367.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/grandcouleebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.965440,-118.982160
4402 Fort Spokane Bridge Adjacent to the Grand Coulee Dam, this is an early surviving example of the distinctive design of cantilever truss found in the state. The technical description of the main or most noteworthy span of the bridge is a 432 ft (131.67 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by C. and F. Teaming and Trucking Company. The bridge was primarily designed by Ralph W. Finke (Washington Department of Highways). 47.908070 -118.317440 WA-25 Columbia River Fort Spokane Lincoln County, Washington and Stevens County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 16 Cantilever 3 Concrete T-Beam Fixed 0 5 1941 0 C. and F. Teaming and Trucking Company Ralph W. Finke (Washington Department of Highways) 7 7 432 131.67 958 292 24 7.32 https://historicbridges.org/washington/fortspokanebridge/little_fortspokanebridge2890_small.jpg https://historicbridges.org/washington/fortspokanebridge/little_fortspokanebridge3079.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/fortspokanebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.908070,-118.317440
4403 Bridge of the Gods Port of Cascade Locks Bridge Only such a spectacular historic cantilever truss of unique design like this one would be worthy of the lofty name it inherited. The technical description of the main or most noteworthy span of the bridge is a 707.7 ft (215.71 m) metal cantilever multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. 45.662360 -121.901300 Toll Road Columbia River, Railroad, and Wa Na Pa Street Cascade Locks Hood River County, Oregon and Skamania County, Washington Oregon and Washington United States Metal Warren Multiple-Type-Connected Through Truss Fixed 30 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 10 6 1926 1940 Puget Sound Bridge and Dredging Company of Seattle, Washington 9 9 707.7 215.71 1855 565.4 22 6.71 https://historicbridges.org/oregon/bridgeofthegods/little_bridgeofthegods7246_small.jpg https://historicbridges.org/oregon/bridgeofthegods/little_bridgeofthegods7246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bridgeofthegods/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.662360,-121.901300
4404 L Black Bridge This unique railroad bridge has a second deck suspended under it for highway traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 43.916130 -69.975210 Railroad (Maine Central) and Bridge Street Androscoggin River Brunswick and Topsham Cumberland County, Maine Maine United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 12 2 Metal Through Girder Fixed 0 2 1909 1957 Pennsylvania Steel Company of Steelton, Pennsylvania 9 9 0 0 318 96.93 12.5 3.81 https://historicbridges.org/maine/androscogginriverrr/little_p1480989_small.jpg https://historicbridges.org/maine/androscogginriverrr/little_p1480989.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/androscogginriverrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.916130,-69.975210
4407 McMillin Bridge One of the most unique bridges in the country, this record-breaking bridge is the most unique of only a few concrete trusses in the country. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) concrete Pratt pony truss, fixed. The bridge was primarily built by Dolph Jones of Tacoma, Washington. The bridge was primarily designed by W. H. Witt Company of Seattle, Washington and Homer M. Hadley. 47.129730 -122.235940 WA-162 Puyallup River Rural Pierce County, Washington Washington United States Concrete Pratt Pony Truss Fixed 10 1 Concrete T-Beam Fixed 0 2 1934 0 Dolph Jones of Tacoma, Washington W. H. Witt Company of Seattle, Washington and Homer M. Hadley 10 10 170 51.82 210 64.01 22 6.71 https://historicbridges.org/washington/mcmillinbridge/little_mcmillinbridge9006_small.jpg https://historicbridges.org/washington/mcmillinbridge/little_mcmillinbridge9006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mcmillinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.129730,-122.235940
4408 Drew Bridge One of the most historically significant bridges in the state, this long abandoned bridge has cast iron struts and may be the oldest of its kind. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Warren through truss, movable: swing, Rim Bearing. The bridge was primarily built by Unknown. 30.101030 -83.114130 Railroad (Abandoned Suwannee and San Pedro) Suwannee River Rural Lafayette County, Florida and Suwannee County, Florida Florida United States Metal Warren Pin-Connected Through Truss Movable: Swing Rim Bearing 0 1 0 0 0 1901 Unknown 10 10 260 79.25 0 0 13 3.96 https://historicbridges.org/florida/drewbridge/little_drewbridge01342_small.jpg https://historicbridges.org/florida/drewbridge/little_drewbridge01342.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/drewbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.101030,-83.114130
4410 ! River Road Bridge This attractive concrete arch bridge with good integrity contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. Oscar Martin. 40.423330 -75.066670 River Road (PA-32) Tohickon Creek Point Pleasant Bucks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1922 0 A. Oscar Martin 4 6 75 22.86 152 46.33 20.3 6.19 https://historicbridges.org/pennsylvania/pointpleasantarch/little_71912_pointpleasantpike_lookingnorthfromwestsideofbridge(tohickonhillroad)2_archzoomin_small.jpg https://historicbridges.org/pennsylvania/pointpleasantarch/little_71912_pointpleasantpike_lookingnorthfromwestsideofbridge(tohickonhillroad).jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pointpleasantarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423330,-75.066670
4411 Ione Bridge This bridge is one of the oldest cantilever deck truss bridges in the state, and one of the few historic truss bridges in this region. The technical description of the main or most noteworthy span of the bridge is a 273 ft (83.21 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Interstate Engineering and Construction Company of Newport, Washington. The bridge was primarily designed by H. A. Sewell of Newport, Washington. 48.729520 -117.406170 CR-93250 (NF-9354) Pend Oreille River Ione Pend Oreille County, Washington Washington United States Metal Pratt Rivet-Connected Deck Truss Fixed 14 Cantilever 3 Wood Stringer (Multi-Beam) Fixed 0 12 1932 1967 Interstate Engineering and Construction Company of Newport, Washington H. A. Sewell of Newport, Washington 6 8 273 83.21 830 252.98 26 7.92 https://historicbridges.org/washington/ionebridge/little_ionebridge0822_small.jpg https://historicbridges.org/washington/ionebridge/little_ionebridge0822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/ionebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.729520,-117.406170
4412 Northport Bridge This attractive cantilever truss bridge includes a series of curved t-beam approach spans to accomodate flooding. The technical description of the main or most noteworthy span of the bridge is a 504 ft (153.62 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Midland Structural Steel Company. The bridge was primarily designed by Washington Department of Highways. 48.922390 -117.776840 WA-25 Columbia River (Franklin D. Roosevelt Lake) Northport Stevens County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 18 Cantilever 3 Concrete Curved T-Beam Fixed 0 12 1951 0 Midland Structural Steel Company Washington Department of Highways 6 7 504 153.62 1540 469.39 24 7.32 https://historicbridges.org/washington/northport/little_northport1283_small.jpg https://historicbridges.org/washington/northport/little_northport1283.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/northport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.922390,-117.776840
4415 Kettle Falls Railroad Bridge This extremely unusual cantilever truss has its anchor and cantilever arms reversed from what the typical locations would be. The technical description of the main or most noteworthy span of the bridge is a 608 ft (185.32 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 48.626050 -118.117420 Railroad (BNSF) Columbia River (Franklin D. Roosevelt Lake) Near Kettle Falls Ferry County, Washington and Stevens County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 16 Cantilever 3 0 0 1940 0 American Bridge Company of New York, New York 7 7 608 185.32 1216 370.64 0 0 https://historicbridges.org/washington/kettlefallsrailroadbridge/little_kettlefallsrailroadbridge1062_small.jpg https://historicbridges.org/washington/kettlefallsrailroadbridge/little_kettlefallsrailroadbridge1062.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/kettlefallsrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.626050,-118.117420
4416 George Sellar Bridge This extremely unusual bridge is cantilever truss bridge whose suspended span is a steel tied through arch. The technical description of the main or most noteworthy span of the bridge is a 480 ft (146.3 m) metal cantilever rivet-connected Warren truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Washington Department of Highways. 47.409840 -120.295800 WA-285 (5th Street, Stevens Street) Columbia River, Railroad, and WA-28 Ramp Wenatchee and East Wenatchee Chelan County, Washington and Douglas County, Washington Washington United States Metal Warren Rivet-Connected Truss Fixed 0 Cantilever 3 Concrete Curved T-Beam Fixed 0 2 1950 0 American Bridge Company of New York, New York Washington Department of Highways 7 7 480 146.3 1208 368.2 60.7 18.5 https://historicbridges.org/washington/georgesellarbridge/little_georgesellarbridge4535_small.jpg https://historicbridges.org/washington/georgesellarbridge/little_georgesellarbridge4535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/georgesellarbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.409840,-120.295800
4418 New Westminster Railway Bridge Fraser River Swing Bridge This former double-deck bridge has a unique spread span which is 19 feet wide at one end and 139 feet at the other. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal pin-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Waddell and Hedrick of Kansas City, Missouri. 49.208250 -122.894140 Railroad (BNSF) Fraser River New Westminster and Surrey Greater Vancouver District, British Columbia British Columbia United States Metal Baltimore Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 17 1 Metal Baltimore Pin-Connected Through Truss Fixed 16 7 1903 1976 Dominion Bridge Company of Montréal, Québec Waddell and Hedrick of Kansas City, Missouri 9 10 380 115.82 1780 542.54 0 0 https://historicbridges.org/britishcolumbia/newwestminsterrailwaybridge/little_newwestminsterrailwaybridge11965_small.jpg https://historicbridges.org/britishcolumbia/newwestminsterrailwaybridge/little_newwestminsterrailwaybridge11965.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/newwestminsterrailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.208250,-122.894140
4421 Niagara Canyon Bridge Cisco Bridge / Goldstream Railway Trestle This is the oldest cantilever truss bridge in North America and among the first major cantilevers built in the world. The technical description of the main or most noteworthy span of the bridge is a 315 ft (96.01 m) metal cantilever pin-connected Pratt deck truss, fixed. The bridge was primarily built by Hawkes, Crayshay and Company of Gateshead, England. The bridge was primarily designed by Charles Conrad Schneider. Special note about bridge location: Please note that this railway bridge is privately owned and is located on private property. Please do not approach or attempt to trespass on the bridge deck. 48.482850 -123.557460 Railroad (Island Corridor Foundation, Southern Railway of British Columbia) Niagara Creek Rural Capital District, British Columbia British Columbia Canada Please note that this railway bridge is privately owned and is located on private property. Please do not approach or attempt to trespass on the bridge deck. Metal Pratt Pin-Connected Deck Truss Fixed 21 Cantilever 3 0 0 1884 1910 Hawkes, Crayshay and Company of Gateshead, England Charles Conrad Schneider 10 10 315 96.01 525 160.02 0 0 https://historicbridges.org/britishcolumbia/niagaracanyon/little_niagaracanyonbridge11054_5_6_tonemappedss_small.jpg https://historicbridges.org/britishcolumbia/niagaracanyon/little_niagaracanyonbridge11054_5_6_tonemappedss.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/niagaracanyon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.482850,-123.557460
4423 ! Pattullo Bridge One of the oldest and most important heritage bridges in Vancouver, this is only the latest bridge to face demolition in the area. The technical description of the main or most noteworthy span of the bridge is a 438 ft (133.5 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by William George Swan. 49.207770 -122.894650 King George Highway (BC-1A and BC-99A) Fraser River New Westminster and Surrey Greater Vancouver District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Through Truss Fixed 0 Continuous (Arch and Suspended Deck) 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 30 1937 2009 Dominion Bridge Company of Montréal, Québec William George Swan 8 10 438 133.5 4007 1221.33 40 12.19 https://historicbridges.org/britishcolumbia/pattullo/little_pattullobridge11770_small.jpg https://historicbridges.org/britishcolumbia/pattullo/little_pattullobridge11770.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/pattullo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.207770,-122.894650
4425 Cowichan River Railway Bridge One of the most historically significant bridges in Canada, this spectacular bridge is the only known example in North America of its design. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 48.772080 -123.704760 Railroad (Southern Railway of Vancouver Island) Cowichan River Duncan Cowichan Valley District, British Columbia British Columbia Canada Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 10 10 0 0 220 67.06 0 0 https://historicbridges.org/britishcolumbia/cowichan/little_cowichanriverrailwaybridge11166_small.jpg https://historicbridges.org/britishcolumbia/cowichan/little_cowichanriverrailwaybridge11166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/cowichan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.772080,-123.704760
4431 Meridian Street Bridge SR-167 Puyallup River Bridge This unique bridge is not a true Turner truss, but is the only known surviving bridge with a configuration similar to a Turner truss. The technical description of the main or most noteworthy span of the bridge is a 371 ft (113.08 m) metal rivet-connected Turner-Warren through truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. The bridge was primarily designed by Maury M. Caldwell. 47.202660 -122.293880 Meridian Street (WA-167) Puyallup River Puyallup Pierce County, Washington Washington United States Metal Turner-Warren Rivet-Connected Through Truss Fixed 14 1 Wood Stringer (Multi-Beam) Fixed 0 5 1925 1951 Puget Sound Bridge and Dredging Company of Seattle, Washington Maury M. Caldwell 8 9 371 113.08 477 145.39 21 6.4 https://historicbridges.org/washington/meridianstreetbridge/little_meridianstreetbridge9087_small.jpg https://historicbridges.org/washington/meridianstreetbridge/little_meridianstreetbridge9087.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/meridianstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.202660,-122.293880
4432 ! Puyallup Avenue Bridge Puyallup River Bridge This long bridge with its variety of span designs including some very unique skewed river spans, is to be reduced to scrap metal. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Grant Smith and Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways. 47.243190 -122.405300 Puyallup Avenue (Eells Street, Pacific Highway) Puyallup River and Various Roads and Railroads Tacoma Pierce County, Washington Washington United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 5 Metal Baltimore Rivet-Connected Through Truss Fixed 10 32 1927 1973 Grant Smith and Company of Seattle, Washington Washington Department of Highways 7 7 252 76.81 2833 863.5 36 10.97 https://historicbridges.org/washington/puyallupbridge/little_puyallupbridge9504_small.jpg https://historicbridges.org/washington/puyallupbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/puyallupbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.243190,-122.405300
4440 Yakima Valley Trolley Bridge This is the only example of a rare patented Pegram truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by George Herndon Pegram. 46.627950 -120.520460 Railroad (Yakima Valley Trolley Line) Naches River Yakima and Selah Yakima County, Washington Washington United States Metal Pegram Pin-Connected Through Truss Fixed 5 2 Wood Stringer (Multi-Beam) Fixed 0 1 1895 1912 Unknown George Herndon Pegram 9 9 150 45.72 324 98.76 0 0 https://historicbridges.org/washington/yakimavalleytrolley/little_yakimavalleytrolleynachesriveryakima13693_small.jpg https://historicbridges.org/washington/yakimavalleytrolley/little_yakimavalleytrolleynachesriveryakima13693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/yakimavalleytrolley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.627950,-120.520460
4442 Benton City - Kiona Bridge This hybrid concrete and steel bridge was the first prototypical cable-stayed bridge in the United States. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) concrete cantilever tied cable-stayed, fixed. The bridge was primarily built by Everett McKellar of Chelan, Washington. The bridge was primarily designed by Homer M. Hadley. 46.252970 -119.475460 WA-225 (1st Street) Yakima River Benton City Benton County, Washington Washington United States Concrete Tied Cable-Stayed Fixed 0 Cantilever 3 0 2 1957 0 Everett McKellar of Chelan, Washington Homer M. Hadley 8 8 170 51.82 400 121.92 26 7.92 https://historicbridges.org/washington/bentoncity/little_bentoncity6698_small.jpg https://historicbridges.org/washington/bentoncity/little_bentoncity6698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bentoncity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.252970,-119.475460
4445 Mosquito Lake Road Bridge Old Guide Meridian Bridge Although shortened by two panels this bridge remains the longest pin-connected highway truss span in the state. The technical description of the main or most noteworthy span of the bridge is a 338 ft (103.02 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. 48.785430 -122.112860 Mosquito Lake Road Middle Fork Nooksack River Rural Whatcom County, Washington Washington United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 Pre-Stressed Concrete Adjacent Box Beam Fixed 0 2 1915 2010 Toledo Bridge and Crane Company of Toledo, Ohio 8 8 338 103.02 423 128.93 13 3.96 https://historicbridges.org/washington/mosquitolakeroad/little_mosquitolakeroad12756_small.jpg https://historicbridges.org/washington/mosquitolakeroad/little_mosquitolakeroad12756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mosquitolakeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.785430,-122.112860
4446 ! George Milroy Bridge This attractive truss bridge is noted for its span length yet is at risk for demolition and replacement! The technical description of the main or most noteworthy span of the bridge is a 308 ft (93.88 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Hart Construction Company of Tacoma, Washington. 47.214040 -122.341570 66th Avenue Puyallup River Fife Pierce County, Washington Washington United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Stringer (Multi-Beam) Fixed 0 2 1931 0 Hart Construction Company of Tacoma, Washington 6 7 308 93.88 345.2 105.22 20 6.1 https://historicbridges.org/washington/georgemilroy66thavenue/little_georgemilroy66thavenue9260_small.jpg https://historicbridges.org/washington/georgemilroy66thavenue/little_georgemilroy66thavenue9260.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/georgemilroy66thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.214040,-122.341570
4450 Aden Road Bridge This early, short railroad truss is a rare example of a bridge built by the noteworthy Keystone Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 38.707210 -77.564310 Aden Road (VA-646) Railroad (Norfolk Southern) Rural Prince William County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1882 2019 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 8 78 23.77 78 23.77 16 4.88 https://historicbridges.org/virginia/aden/little_adenrd--after27_small.jpg https://historicbridges.org/virginia/aden/little_adenrd--after17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/aden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.707210,-77.564310
4456 Dodd Ford Bridge This rare camelback truss is an outstanding example of its type and enjoys the support of the local community. The technical description of the main or most noteworthy span of the bridge is a 143.4 ft (43.71 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by L. H. Johnson of Minneapolis, Minnesota. 43.876370 -94.187780 CR-147 (521st Avenue) Blue Earth River Rural (Near Amboy) Blue Earth County, Minnesota Minnesota United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 0 0 1901 1984 L. H. Johnson of Minneapolis, Minnesota 7 8 143.4 43.71 148 45.11 15 4.57 https://historicbridges.org/minnesota/doddford/little_doddford2667_small.jpg https://historicbridges.org/minnesota/doddford/little_doddford2667.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/doddford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.876370,-94.187780
4467 Iron Bridge Road Bridge Already rare, multi-span pony truss bridge will only become more rare thanks to the decision to demolish this historic bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 40.355520 -77.403790 Iron Bridge Road (PA-3009, Center Road) Shermans Creek Rural Perry County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 2 0 0 1899 1993 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 6 6 80 24.38 162 49.38 13.5 4.11 https://historicbridges.org/pennsylvania/sr3009centerrd/little_sr3009centerrd019_small.jpg https://historicbridges.org/pennsylvania/sr3009centerrd/little_sr3009centerrd019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr3009centerrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.355520,-77.403790
4472 Lemasters Bridge This bridge features extremely rare riveted Queenpost truss approach spans at each end. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.477290 -80.851910 Lemasters Bridge Road (CR-18/7) Middle Island Creek Rural Tyler County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Queenpost Rivet-Connected Pony Truss Fixed 3 2 1912 0 Unknown 7 8 109 33.22 189 57.61 15.4 4.69 https://historicbridges.org/wvirginia/lemasters/bkg_07march424_small.jpg https://historicbridges.org/wvirginia/lemasters/07march1130.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/lemasters/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.477290,-80.851910
4481 Pollocks Mill Bridge One of Pennsylvania's finest bridges is this breathtaking, extremely ancient bridge that features the unique designs of its builder! The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.946040 -80.039760 Mahle Road (Pollocks Mill Road, TR-597) 10 Mile Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1878 1918 Massillon Bridge Company of Massillon, Ohio 9 9 160 48.77 162 49.38 15 4.57 https://historicbridges.org/pennsylvania/pollocksmill/little_dscf6060_small.jpg https://historicbridges.org/pennsylvania/pollocksmill/pollock25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pollocksmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.946040,-80.039760
4485 San Francisco Oakland Bay Bridge Both a suspension bridge and a cantilever truss bridge, and one of the largest and most important historic bridges in the country, half of this bridge was demolished! The technical description of the main or most noteworthy span of the bridge is a 2310 ft (704.09 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles Henry Purcell, Charles E. Andrew, and Glen Woodruff. 37.811670 -122.361670 I-80 San Francisco Bay San Francisco and Oakland San Francisco County, California and Alameda County, California California United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 9 Metal Modified Warren Rivet-Connected Through Truss Fixed 0 Cantilever 100 1936 1962 American Bridge Company of New York, New York Charles Henry Purcell, Charles E. Andrew, and Glen Woodruff 10 10 2310 704.09 22655 6905.24 58 17.68 https://historicbridges.org/california/baybridge/thumblarge_small.jpg https://historicbridges.org/california/baybridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/baybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.811670,-122.361670
4495 US-101 Big Quilcene River Bridge One of a number of historic bridges on US-101 in the Olympic penninsula. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 47.810800 -122.910640 US-101 (Pacific Coast Scenic Byway) Big Quilcene River Rural Jefferson County, Washington Washington United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Concrete T-Beam Fixed 0 2 1936 0 Unknown 6 7 150 45.72 244 74.37 24 7.32 https://historicbridges.org/washington/us101bigquilceneriverbridge/little_us101bigquilceneriverbridge10383_4_5_fused_small.jpg https://historicbridges.org/washington/us101bigquilceneriverbridge/little_us101bigquilceneriverbridge10383_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101bigquilceneriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.810800,-122.910640
4496 Kettle Falls Bridge This impressive bridge was built to replace a lower deck truss bridge that was inundated by the Grand Coulee Dam. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Pacific Car and Foundry Company. The bridge was primarily designed by Washington Department of Highways. 48.625720 -118.117450 US-395 Columbia River (Franklin D. Roosevelt Lake) Near Kettle Falls Ferry County, Washington and Stevens County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 16 Cantilever 3 Concrete Curved T-Beam Fixed 0 5 1941 0 Pacific Car and Foundry Company Washington Department of Highways 7 7 600 182.88 1267 386.18 24 7.32 https://historicbridges.org/washington/kettlefallsbridge/little_kettlefallsbridge0994_small.jpg https://historicbridges.org/washington/kettlefallsbridge/little_kettlefallsbridge0994.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/kettlefallsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.625720,-118.117450
4497 US-101 Skokomish River Bridge One of a number of historic bridges on US-101 in the Olympic penninsula. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pacific Car and Foundry Company. 47.310060 -123.176710 US-101 (Pacific Coast Scenic Byway) Skokomish River Rural Mason County, Washington Washington United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 12 1 Concrete T-Beam Fixed 0 4 1932 0 Pacific Car and Foundry Company 6 7 240 73.15 404.9 123.41 24 7.32 https://historicbridges.org/washington/us101skokomishriver/little_us101skokomishriver10175_6_7_tonemappedd_small.jpg https://historicbridges.org/washington/us101skokomishriver/little_us101skokomishriver10175_6_7_tonemappedd.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101skokomishriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.310060,-123.176710
4498 US-101 Hamma Hamma River Bridge South One of two beautiful and rare concrete rainbow arch bridges on this stretch of highway, notable for their use of hinges. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete three-hinged Rainbow through arch, fixed. The bridge was primarily built by Colonial Building Company of Spokane, Washington. The bridge was primarily designed by Washington Department of Highways. 47.545540 -123.042500 US-101 (Pacific Coast Scenic Byway) South Hamma Hamma River Rural Mason County, Washington Washington United States Concrete Rainbow Three-Hinged Through Arch Fixed 0 1 0 0 1924 0 Colonial Building Company of Spokane, Washington Washington Department of Highways 8 8 150 45.72 154 46.94 20 6.1 https://historicbridges.org/washington/us101hammahammariverbridgesouth/little_us101hammahammariverbridgesouth10178_79_80_tonemappedv_small.jpg https://historicbridges.org/washington/us101hammahammariverbridgesouth/little_us101hammahammariverbridgesouth10178_79_80_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101hammahammariverbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.545540,-123.042500
4499 US-101 Hamma Hamma River Bridge North One of two beautiful and rare concrete rainbow arch bridges on this stretch of highway, notable for their use of hinges. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete three-hinged Rainbow through arch, fixed. The bridge was primarily built by Colonial Building Company of Spokane, Washington. The bridge was primarily designed by Washington Department of Highways. 47.548690 -123.043820 US-101 (Pacific Coast Scenic Byway) North Hamma Hamma River Rural Mason County, Washington Washington United States Concrete Rainbow Three-Hinged Through Arch Fixed 0 1 0 0 1924 0 Colonial Building Company of Spokane, Washington Washington Department of Highways 8 8 150 45.72 154 46.94 20 6.1 https://historicbridges.org/washington/us101hammahammariverbridgenorth/little_us101hammahammariverbridgenorth10254_5_6_tonemappedb_small.jpg https://historicbridges.org/washington/us101hammahammariverbridgenorth/little_us101hammahammariverbridgenorth10254_5_6_tonemappedb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101hammahammariverbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.548690,-123.043820
4501 Vernita Bridge This bridge has the appearance of a continuous truss, but is a carefully disguised three span simple truss. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Peter Kiewit and Sons of Omaha, Nebraska. 46.642150 -119.732700 WA-24 Columbia River Rural Benton County, Washington and Grant County, Washington Washington United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 3 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 14 1965 0 Peter Kiewit and Sons of Omaha, Nebraska 6 7 264 80.47 1982 604.11 28 8.53 https://historicbridges.org/washington/vernitabridge/little_vernitabridge13914_small.jpg https://historicbridges.org/washington/vernitabridge/little_vernitabridge13914.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/vernitabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.642150,-119.732700
4502 ! US-101 Duckabush River Bridge This is a rare example of a rainbow arch bridge and is different from the other two rainbow arch bridges on this highway. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by West Coast Construction Company. 47.649200 -122.934700 US-101 (Pacific Coast Scenic Byway) Duckabush River Rural Jefferson County, Washington Washington United States Concrete Rainbow Tied Through Arch Fixed 0 1 Concrete Deck Girder Fixed 0 2 1934 0 West Coast Construction Company 8 8 110 33.53 168 51.21 24 7.32 https://historicbridges.org/washington/us101duckabushriverbridge/little_us101duckabushriverbridge10341_small.jpg https://historicbridges.org/washington/us101duckabushriverbridge/little_us101duckabushriverbridge10341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/us101duckabushriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.649200,-122.934700
4505 Moyie Bridge This is an unaltered mid-20th Century steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 49.258675 -115.851789 Crowsnest Highway (BC-3) Moyie River and Railroad (Canadian Pacific) Rural East Kootenay District, British Columbia British Columbia Canada Metal Stringer (Multi-Beam) Fixed 0 0 0 0 0 0 Unknown 1 1 0 0 345 105.16 0 0 https://historicbridges.org/britishcolumbia/moyiebridge/little_bc3railwayoverpass2788_small.jpg https://historicbridges.org/britishcolumbia/moyiebridge/little_bc3railwayoverpass2788.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/moyiebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.258675,-115.851789
4506 Kingsgate Bridge One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 49.004850 -116.180550 Crowsnest Highway (BC-3) Moyie River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1953 0 Unknown 6 6 230 70.1 230 70.1 0 0 https://historicbridges.org/britishcolumbia/kingsgatebridge/little_kingsgatebridge2875_small.jpg https://historicbridges.org/britishcolumbia/kingsgatebridge/little_kingsgatebridge2875.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kingsgatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.004850,-116.180550
4507 Curzon Junction Bridge One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 49.076280 -116.141120 Crowsnest Highway (BC-3) Moyie River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1955 0 Unknown 6 6 120 36.58 200 60.96 0 0 https://historicbridges.org/britishcolumbia/curzonjunctionbridge/little_curzonjunctionbridge2718_small.jpg https://historicbridges.org/britishcolumbia/curzonjunctionbridge/little_curzonjunctionbridge2718.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/curzonjunctionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.076280,-116.141120
4508 Curzon Bridge One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 49.077190 -116.131830 Crowsnest Highway (BC-3) Moyie River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1955 0 Unknown 6 6 120 36.58 200 60.96 0 0 https://historicbridges.org/britishcolumbia/curzonbridge/little_curzonbridge2740_small.jpg https://historicbridges.org/britishcolumbia/curzonbridge/little_curzonbridge2740.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/curzonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.077190,-116.131830
4509 Ryan Bridge One of several in this area, a nice looking and good representative example of mid-20th Century provincial highway truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 49.140380 -116.026000 Crowsnest Highway (BC-3) Moyie River Rural East Kootenay District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 2 1954 0 Unknown 6 6 125 38.1 220 67.06 0 0 https://historicbridges.org/britishcolumbia/ryanbridge/little_ryanbridge2797_small.jpg https://historicbridges.org/britishcolumbia/ryanbridge/little_ryanbridge2797.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/ryanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.140380,-116.026000
4510 Yahk Bridge This is an attractive and uncommon example of a small through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 49.086790 -116.085840 Crowsnest Highway (BC-3) Moyie River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Solid Ribbed Through Arch Fixed 0 1 0 0 0 0 Unknown 6 7 120 36.58 0 0 0 0 https://historicbridges.org/britishcolumbia/bc3arch/little_bc3arch2758_small.jpg https://historicbridges.org/britishcolumbia/bc3arch/little_bc3arch2758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/bc3arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.086790,-116.085840
4511 Nelson Bridge Big Orange Bridge This impressive cantilever truss bridge with its distinctive appearance is a local landmark for Nelson. The technical description of the main or most noteworthy span of the bridge is a 486.5 ft (148.29 m) metal cantilever bolt-connected Warren through truss, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. The bridge was primarily designed by A. B. Sanderson and Company. 49.510400 -117.282480 BC-3A Kootenay River Nelson Central Kootenay District, British Columbia British Columbia Canada Metal Warren Bolt-Connected Through Truss Fixed 16 Cantilever 3 Metal Deck Girder Fixed 0 0 1957 0 Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia A. B. Sanderson and Company 7 7 486.5 148.29 2060 627.89 0 0 https://historicbridges.org/britishcolumbia/nelsonbridge/little_nelsonbridge2349_small.jpg https://historicbridges.org/britishcolumbia/nelsonbridge/little_nelsonbridge2349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/nelsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.510400,-117.282480
4512 Trail Bridge This late but impressive steel arch bridge is noted for having a third arch rib in the center of the roadway. The technical description of the main or most noteworthy span of the bridge is a 238 ft (72.54 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by F. T. Brown. 49.098670 -117.706720 BC-3B and BC-22A Columbia River Trail Kootenay Boundary District, British Columbia British Columbia Canada Metal Solid Ribbed Through Arch Fixed 0 4 0 0 1961 0 Dominion Bridge Company of Montréal, Québec F. T. Brown 6 6 238 72.54 954 290.78 0 0 https://historicbridges.org/britishcolumbia/trailarch/little_trailarch1592_small.jpg https://historicbridges.org/britishcolumbia/trailarch/little_trailarch1592.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/trailarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.098670,-117.706720
4513 ! Old Trail Bridge Old Bridge This early surviving example of a rivet-connected through truss in British Columbia is slated for demolition despite obvious preservation potential! The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 49.094120 -117.698860 Closed Road Columbia River Trail Kootenay Boundary District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 4 0 0 1911 0 Unknown 7 8 174 53.04 693 211.23 0 0 https://historicbridges.org/britishcolumbia/trailtruss/little_trailtruss1686_small.jpg https://historicbridges.org/britishcolumbia/trailtruss/little_trailtruss1713.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/trailtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.094120,-117.698860
4514 Agassiz-Rosedale Bridge This bridge features an uncommon and attractive cantilever design, and also includes a very long approach system. The technical description of the main or most noteworthy span of the bridge is a 365 ft (111.25 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by C. K. Saunders. 49.206230 -121.776690 BC-9 (Agassiz-Rosedale Highway) Fraser River Rural Fraser Valley District, British Columbia British Columbia Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 16 Cantilever (Arched) 3 Metal Warren Rivet-Connected Deck Truss Fixed 14 0 1956 0 Dominion Bridge Company of Montréal, Québec C. K. Saunders 7 7 365 111.25 6130 1868.42 0 0 https://historicbridges.org/britishcolumbia/agassizrosedalebridge/little_agassizrosedalebridge12405_small.jpg https://historicbridges.org/britishcolumbia/agassizrosedalebridge/little_agassizrosedalebridge12405.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/agassizrosedalebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.206230,-121.776690
4515 Waneta Bridge This former railway bridge is one of the oldest cantilever through truss bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal cantilever pin-connected Warren through truss, fixed. The bridge was primarily built by San Francisco Bridge Company of San Francisco, California. The bridge was primarily designed by Hugh Lincoln Cooper and E. J. Roberts. 49.003820 -117.618560 BC-22A (Waneta Highway) Pend Oreille River Waneta Kootenay Boundary District, British Columbia British Columbia Canada Metal Warren Pin-Connected Through Truss Fixed 10 Cantilever 3 0 0 1893 0 San Francisco Bridge Company of San Francisco, California Hugh Lincoln Cooper and E. J. Roberts 10 10 250 76.2 500 152.4 0 0 https://historicbridges.org/britishcolumbia/waneta/little_waneta1333_4_5_tonemappedv_small.jpg https://historicbridges.org/britishcolumbia/waneta/little_waneta1333_4_5_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/waneta/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.003820,-117.618560
4516 Allenby Road Bridge This is a busy riveted truss bridge that has a few alterations to its original design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 48.772960 -123.714060 Allenby Road Cowichan River North Cowichan Cowichan Valley District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1952 0 Unknown 5 5 0 0 176 53.64 0 0 https://historicbridges.org/britishcolumbia/allenbyroadcowichanriver/little_allenbyroadcowichanriver11432_small.jpg https://historicbridges.org/britishcolumbia/allenbyroadcowichanriver/little_allenbyroadcowichanriver11432.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/allenbyroadcowichanriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.772960,-123.714060
4518 Cedar Road Bridge This is an impressive riveted through arch span. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal tied through arch, fixed. The bridge was primarily built by Unknown. 49.116240 -123.880370 Cedar Road Nanaimo River Nanaimo Nanaimo District, British Columbia British Columbia Canada Metal Tied Through Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 6 6 230 70.1 270 82.3 0 0 https://historicbridges.org/britishcolumbia/cedarroadbridge/little_cedarroadbridge11589_small.jpg https://historicbridges.org/britishcolumbia/cedarroadbridge/little_cedarroadbridge11589.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/cedarroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.116240,-123.880370
4519 TC-1 Northbound Haslam Creek Bridge This is a small, but graceful looking riveted steel arch. The technical description of the main or most noteworthy span of the bridge is a metal through arch, fixed. The bridge was primarily built by Unknown. 49.062310 -123.877360 TC-1 (Island Highway) Northbound Haslam Creek Rural Nanaimo District, British Columbia British Columbia Canada Metal Through Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 136 41.45 0 0 https://historicbridges.org/britishcolumbia/tc1archbridge/little_tc1archbridge11581_small.jpg https://historicbridges.org/britishcolumbia/tc1archbridge/little_tc1archbridge11581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/tc1archbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.062310,-123.877360
4521 TC-1 Southbound Cowichan River Bridge This is one of a number of riveted bridges on this highway which today serve one direction of traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. The bridge was primarily designed by British Columbia Department of Public Works. 48.771670 -123.698850 TC-1 (Island Highway) Southbound Cowichan River Duncan and North Cowichan Cowichan Valley District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 12 1 0 0 1949 0 Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia British Columbia Department of Public Works 6 5 0 0 252 76.81 0 0 https://historicbridges.org/britishcolumbia/tc1cowichanriver/little_tc1cowichanriver11127_small.jpg https://historicbridges.org/britishcolumbia/tc1cowichanriver/little_tc1cowichanriver11127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/tc1cowichanriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.771670,-123.698850
4525 Slocan Valley Road Bridge This is one of two very similar bridges found along this stretch of the Slocan River that may have been relocated from a multi-span bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 49.518780 -117.630130 Slocan Valley Road Slocan River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Concrete Adjacent Box Beam Fixed 0 2 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/slocanvalleyroad/little_slocanvalleyroad2079_80_81_fused_small.jpg https://historicbridges.org/britishcolumbia/slocanvalleyroad/little_slocanvalleyroad2079_80_81_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/slocanvalleyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.518780,-117.630130
4526 Passmore Upper Road Bridge This is one of two very similar bridges found along this stretch of the Slocan River that may have been relocated from a multi-span bridge. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 49.540620 -117.653310 Passmore Upper Road Slocan River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Concrete Adjacent Box Beam Fixed 0 2 0 0 Unknown 6 6 170 51.82 300 91.44 0 0 https://historicbridges.org/britishcolumbia/passmoreupperroad/little_passmoreupperroad2174_5_6_fused_small.jpg https://historicbridges.org/britishcolumbia/passmoreupperroad/little_passmoreupperroad2174_5_6_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/passmoreupperroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.540620,-117.653310
4527 Kootenay River Railway Bridge This is the largest and most noteworthy of three bridges that take the railway over the Kootenay River using a couple tiny islands. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 49.494570 -117.380920 Railroad (Canadian Pacific) Kootenay River (West Channel) Rural Central Kootenay District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Through Girder Fixed 0 3 0 0 Unknown 6 6 150 45.72 425 129.54 0 0 https://historicbridges.org/britishcolumbia/kootenayriverrailway/little_kootenayriverrailroad2272_3_4_tonemappedv_small.jpg https://historicbridges.org/britishcolumbia/kootenayriverrailway/little_kootenayriverrailroad2272_3_4_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kootenayriverrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.494570,-117.380920
4529 Castlegar Robson Railway Bridge This swing bridge mounted on a tall stone pier is an indication that tall boats once used this river. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal Variable Depth deck girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 49.330200 -117.663170 Railroad (Columbia and Western Railway) Columbia River Castlegar Central Kootenay District, British Columbia British Columbia Canada Metal Variable Depth Deck Girder Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 8 5 1902 0 Unknown 7 8 135 41.15 704 214.58 0 0 https://historicbridges.org/britishcolumbia/castlegarrobsonrailway/little_castlegarrobsonrailway1739_small.jpg https://historicbridges.org/britishcolumbia/castlegarrobsonrailway/little_castlegarrobsonrailway1739.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/castlegarrobsonrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.330200,-117.663170
4530 TC-1 Southbound Chemainus River Bridge This is one of a number of riveted bridges on this highway which today serve one direction of traffic. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia. The bridge was primarily designed by British Columbia Department of Public Works. 48.878540 -123.704310 TC-1 (Island Highway) Southbound Chemainus River Rural Cowichan Valley District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 12 1 0 0 1949 0 Western Bridge and Steel Fabricators Limited of Vancouver, British Columbia British Columbia Department of Public Works 6 5 250 76.2 280 85.34 0 0 https://historicbridges.org/britishcolumbia/tc1chemainusriverbridge/little_tc1chemainusriverbridge11503_small.jpg https://historicbridges.org/britishcolumbia/tc1chemainusriverbridge/little_tc1chemainusriverbridge11503.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/tc1chemainusriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.878540,-123.704310
4532 Creston Bridge This is an impressive and graceful multi-span through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal tied through arch, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia. The bridge was primarily designed by Foundation of Canada Engineering. 49.117220 -116.580580 Crowsnest Highway (BC-3) Kootenay River Rural Central Kootenay District, British Columbia British Columbia Canada Metal Tied Through Arch Fixed 0 2 0 0 1962 0 Western Bridge Company of Vancouver, British Columbia Foundation of Canada Engineering 5 6 350 106.68 700 213.36 0 0 https://historicbridges.org/britishcolumbia/creston/little_creston2601_small.jpg https://historicbridges.org/britishcolumbia/creston/little_creston2601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/creston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.117220,-116.580580
4533 Shoreacres Bridge This bridge is noted for its lack of alteration, arch-shaped girders, and cantilever design. The technical description of the main or most noteworthy span of the bridge is a metal cantilever pin and hanger Variable Depth deck girder, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia. The bridge was primarily designed by Choukalos, Woodburn, and McKenzie. 49.420010 -117.531210 BC-3A Slocan River Shoreacres Central Kootenay District, British Columbia British Columbia Canada Metal Variable Depth Pin and Hanger Deck Girder Fixed 0 Cantilever 3 0 0 1962 0 Western Bridge Company of Vancouver, British Columbia Choukalos, Woodburn, and McKenzie 5 5 0 0 402 122.53 0 0 https://historicbridges.org/britishcolumbia/shoreacresbridge/little_shoreacresbridge2039_small.jpg https://historicbridges.org/britishcolumbia/shoreacresbridge/little_shoreacresbridge2039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/shoreacresbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.420010,-117.531210
4534 Shoreacres Railway Bridge This attractive railroad truss bridge is easy to view from the nearby highway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 49.419950 -117.530810 Railroad (Canadian Pacific) Slocan River Shoreacres Central Kootenay District, British Columbia British Columbia Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/shoreacresrailwaybridge/little_shoreacresrailwaybridge1976_7_8_tonemappedv_small.jpg https://historicbridges.org/britishcolumbia/shoreacresrailwaybridge/little_shoreacresrailwaybridge1976_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/shoreacresrailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.419950,-117.530810
4535 Waneta Railway Bridge This bridge with its unuusal top chord end post connections replaced the adjacent cantilever bridge which serves vehicular traffic today. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 49.003780 -117.618350 Railroad (BNSF) Pend Oreille River Waneta Kootenay Boundary District, British Columbia British Columbia Canada Metal Warren Rivet-Connected Through Truss Fixed 10 3 0 0 1945 0 Unknown 6 7 230 70.1 500 152.4 0 0 https://historicbridges.org/britishcolumbia/wanetarailway/little_waneta1398_small.jpg https://historicbridges.org/britishcolumbia/wanetarailway/little_waneta1398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/wanetarailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.003780,-117.618350
4537 Hell Gate Bridge New York Connecting Railroad Bridge This iconic bridge had the longest arch span in the world when built, but its approach spans are also very noteworthy. The technical description of the main or most noteworthy span of the bridge is a 977.5 ft (297.94 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal. 40.782590 -73.922090 Railroad (Amtrak Northeast Corridor, CSX, and Canadian Pacific) East River, Little Hell Gate, Bronx Kills, and Various Streets New York The Bronx, New York and Queens, New York and Manhattan, New York New York United States Metal Braced Ribbed Two-Hinged Through Arch Fixed 23 1 Metal Inverted Bowstring Pin-Connected Deck Truss Fixed 9 0 1916 1996 American Bridge Company of New York, New York Gustav Lindenthal 10 10 977.5 297.94 17846 5439.46 60 18.29 https://historicbridges.org/newyork/hellgatebridge/little_hellgatebridge010627_small.jpg https://historicbridges.org/newyork/hellgatebridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hellgatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.782590,-73.922090
4538 South Bend Rail-Trail Bridge This traditionally composed deck plate girder railroad bridge was converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.672550 -86.243350 Railroad (Rail-Trail) St. Joseph River South Bend St. Joseph County, Indiana Indiana United States Metal Deck Girder Fixed 0 4 0 0 0 0 Unknown 1 1 123 37.49 510 155.45 0 0 https://historicbridges.org/indiana/jeffersonrr/little_jeffersonrr587_small.jpg https://historicbridges.org/indiana/jeffersonrr/little_jeffersonrr587.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jeffersonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.672550,-86.243350
4540 28th Street Railroad Overpass An example of a Michigan overpass with riveted steel bents, this bridge was widened. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. 42.913240 -85.675960 28th Street (M-11) Railroad (Norfolk Southern) Wyoming Kent County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1937 1956 L. W. Lamb Company of Jackson, Michigan 1 1 60 18.29 170 51.82 63 19.2 https://historicbridges.org/michigan/28thoverpass/little_28thstconrail3_small.jpg https://historicbridges.org/michigan/28thoverpass/little_28thstconrail3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/28thoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.913240,-85.675960
4542 Benson Creek Bridge Old Taylor Avenue Bridge This impressive Whipple truss has been left in place for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 38.203280 -84.882090 Taylor Avenue (Pedestrian Walkway on Old Alignment) Benson Creek Frankfort Franklin County, Kentucky Kentucky United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 0 1 0 0 1881 1996 Unknown 8 9 190 57.91 190 57.91 0 0 https://historicbridges.org/kentucky/bensoncrkbridge/little_oldtayloravenuebridge_1707_small.jpg https://historicbridges.org/kentucky/bensoncrkbridge/little_oldtayloravenuebridge_1707.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bensoncrkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.203280,-84.882090
4543 Downlin Forge Road Bridge Unaltered, this is a good representative example of a state standard steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.034880 -75.708570 Downlin Forge Road (PA-4004) East Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1941 0 Unknown 1 1 50 15.24 103 31.39 24 7.32 https://historicbridges.org/pennsylvania/dowlinforgeroad/little_elaine_dowlinforgeroad004_small.jpg https://historicbridges.org/pennsylvania/dowlinforgeroad/little_elaine_dowlinforgeroad004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dowlinforgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.034880,-75.708570
4545 High Street Bridge Seidersville Road Bridge This bridge is one of the oldest examples of a welded truss bridge in Pennsylvania and one of the few examples of a welded through truss. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) metal welded Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.591010 -75.347800 High Street (Seidersville Road) Saucon Creek Near Hellertown Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Welded Through Truss Fixed 9 1 0 0 1936 0 Unknown 5 7 131 39.93 134.8 41.09 18 5.49 https://historicbridges.org/pennsylvania/hellertownhigh/little_dscf9696_small.jpg https://historicbridges.org/pennsylvania/hellertownhigh/little_dscf9696.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hellertownhigh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.591010,-75.347800
4546 Amasa Railroad Bridge This uncommon example of a railroad pony truss has massive members. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 46.230430 -88.449280 Railroad (Soo Line) Hemlock River Amasa Iron County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1902 0 Unknown 6 7 95 28.96 100 30.48 0 0 https://historicbridges.org/michigan/amasarrbridge/little_amasarrbridge_3273_small.jpg https://historicbridges.org/michigan/amasarrbridge/little_amasarrbridge_3273.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/amasarrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230430,-88.449280
4547 Auburn Riverwalk Bridge This multi-span railroad truss bridge has been converted for non-motorized public use. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 44.092590 -70.224040 Railroad (Auburn Riverwalk Rail-Trail) Androscoggin River Lewiston and Auburn Androscoggin County, Maine Maine United States Metal Warren Rivet-Connected Through Truss Fixed 8 3 0 0 0 0 Unknown 6 6 155 47.24 425 129.54 0 0 https://historicbridges.org/maine/lewistonrr/little_p1480398_small.jpg https://historicbridges.org/maine/lewistonrr/little_p1480398.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/lewistonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.092590,-70.224040
4548 Avoca Railroad Bridge An attractive Baltimore truss bridge with massive members and a skew. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.412590 -77.426380 Railroad (Livonia, Avon and Lakeville) Cohocton River Avoca Steuben County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 14 1 0 0 1919 0 American Bridge Company of New York, New York 6 5 140 42.67 140 42.67 0 0 https://historicbridges.org/newyork/avocarr/newyork0396_small.jpg https://historicbridges.org/newyork/avocarr/newyork0396.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/avocarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.412590,-77.426380
4549 Barker-Stewart Island Railroad Bridge West A multi-span example of a nationally uncommon truss type, with a variety of span designs. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 44.963540 -89.635340 Railroad (Wisconsin Central) Wisconsin River (West Channel) Wausau Marathon County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 13 2 Metal Through Girder Fixed 0 1 1888 0 Lassig Bridge and Iron Works of Chicago, Illinois 8 7 158 48.16 380 115.82 0 0 https://historicbridges.org/wisconsin/wausau/little_zimg_20211017_083143_small.jpg https://historicbridges.org/wisconsin/wausau/little_wausau1add_7351.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.963540,-89.635340
4550 Benicia - Martinez Railroad Bridge Southern Pacific Railroad Bridge This difficult to photograph historic bridge is a very long structure with a variety of span types and is sandwiched between two highway bridges.. The technical description of the main or most noteworthy span of the bridge is a 328 ft (99.97 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 38.038810 -122.120610 Railroad (Union Pacific) Carquinez Strait (Suisun Bay) Martinez and Benicia Contra Costa County, California and Solano County, California California United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 1 Metal Polygonal Warren Multiple-Type-Connected Through Truss Fixed 12 15 1930 0 American Bridge Company of New York, New York Waddell and Hardesty of New York, New York 7 7 328 99.97 5620 1712.98 0 0 https://historicbridges.org/california/martinezrr/little_day4_martinezrrbridge05499_small.jpg https://historicbridges.org/california/martinezrr/little_day4_martinezrrbridge05499.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/martinezrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.038810,-122.120610
4551 Big Beaver Boulevard Railroad Overpass This is an impressive, massive through truss that carries a railroad over a highway. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 40.818320 -80.324010 Railroad (Conrail) Big Beaver Boulevard (PA-18) Near Homewood Beaver County, Pennsylvania Pennsylvania United States Metal Camelback Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 5 5 230 70.1 230 70.1 0 0 https://historicbridges.org/pennsylvania/sr18bigbeaverblvd/little_img_5075_small.jpg https://historicbridges.org/pennsylvania/sr18bigbeaverblvd/little_img_5075.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sr18bigbeaverblvd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.818320,-80.324010
4552 Brantford Railway Truss Bridge This impressive bridge has two truss spans with subtle differences and unusual details. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.136320 -80.268860 Railroad (Rail-Trail) Grand River Brantford Brant County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 2 Metal Through Girder Fixed 0 2 0 0 Unknown 7 7 120 36.58 0 0 0 0 https://historicbridges.org/ontario/brantfordrailtruss/little_brantfordrailroadtruss0119_small.jpg https://historicbridges.org/ontario/brantfordrailtruss/little_brantfordrailroadtruss0119.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brantfordrailtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.136320,-80.268860
4553 Bridgeport Railroad Bridge A beautiful through railroad truss with an interesting portal and plenty of v-lacing and lattice. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.358800 -83.883550 Railroad (CSX) Cass River Bridgeport Saginaw County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 1909 0 American Bridge Company of New York, New York 5 6 130 39.62 530 161.54 0 0 https://historicbridges.org/truss/brgprail/little_pict8618_small.jpg https://historicbridges.org/truss/brgprail/little_pict8618.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/brgprail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358800,-83.883550
4554 Calumet River Norfolk Southern Railroad Bridge Nickel Plate Road Railroad Bridge This is an impressive example of a traditional mid-20th Century railroad vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift. The bridge was primarily built by American Bridge Company of New York, New York. 41.666020 -87.564380 Railroad (Norfolk Southern) Calumet River Chicago Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Movable: Vertical Lift 12 1 0 2 1971 0 American Bridge Company of New York, New York 3 4 320 97.54 0 0 0 0 https://historicbridges.org/illinois/torrencerr/little_p1270544_small.jpg https://historicbridges.org/illinois/torrencerr/little_p1270544.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/torrencerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.666020,-87.564380
4555 Calumet Sag Channel Canadian National Railroad Bridge A typical example of a Calumet Sag Channel railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.696630 -87.941090 Railroad (Canadian National) Calumet Sag Channel Chicago Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 5 5 325 99.06 395 120.4 0 0 https://historicbridges.org/illinois/calsagrail/little_pict0970_small.jpg https://historicbridges.org/illinois/calsagrail/little_pict0970.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/calsagrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.696630,-87.941090
4556 Canal Outlet Railroad Bridge This important bridge is an extremely old example of a metal railroad bridge and was built by a noteworthy company. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 42.194870 -72.604400 Railroad (Abandoned Pioneer Valley Railroad) 3rd Level Canal Outlet Holyoke Hampden County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1878 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 9 140 42.67 145 44.2 0 0 https://historicbridges.org/massachusetts/holyokerr2/little_pict8122_small.jpg https://historicbridges.org/massachusetts/holyokerr2/little_pict8122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/holyokerr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.194870,-72.604400
4557 Casselman Railway Bridge This is a multi-span railroad through truss that replaced an earlier metal truss bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.315490 -75.094040 Railroad (ViaRail) South Nation River Casselman Prescott and Russell United Counties, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 4 0 0 1905 0 Unknown 6 6 125 38.1 520 158.5 0 0 https://historicbridges.org/ontario/casselmanrailway/little_casselmanrailway1875_small.jpg https://historicbridges.org/ontario/casselmanrailway/little_casselmanrailway1875.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/casselmanrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.315490,-75.094040
4558 Flint River Railroad Bridge An awesome through truss with an unusual modified Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. 43.281490 -83.911770 Railroad (Central Michigan / Huron and Eastern Railroad) Flint River Rural Saginaw County, Michigan Michigan United States Metal Modified Warren Rivet-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 5 6 160 48.77 235 71.63 0 0 https://historicbridges.org/truss/flintrr/bkg_07hbme444_small.jpg https://historicbridges.org/truss/flintrr/07hbme837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/flintrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.281490,-83.911770
4559 Cheboygan River Railroad Bridge This is a good, early example of a railroad through truss built by the American Bridge Company of New York, New York. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 45.595490 -84.475850 Railroad (Rail-Trail) Cheboygan River Rural Cheboygan County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1904 0 American Bridge Company of New York, New York 5 7 130 39.62 138 42.06 0 0 https://historicbridges.org/truss/cheboyganrr2/little_img_0182_small.jpg https://historicbridges.org/truss/cheboyganrr2/little_img_0182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/cheboyganrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.595490,-84.475850
4560 Chicago and Western Indiana Railroad Bridge A typical example of the railroad truss bridges found on the Little Calumet River and Calumet Sag Channel. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 41.649990 -87.612060 Railroad (Chicago and Western Indiana) Little Calumet River Chicago Cook County, Illinois Illinois United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 4 3 270 82.3 400 121.92 0 0 https://historicbridges.org/illinois/littlecalumetrr3/little_p1250957_small.jpg https://historicbridges.org/illinois/littlecalumetrr3/little_p1250957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/littlecalumetrr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.649990,-87.612060
4561 Clarion Secondary Railroad Bridge This large and visually stunning bridge is a magnificent example of its type, and is hidden out in a very rural location. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by Albert Lucius of New York, New York. 41.181850 -79.456470 Railroad (Abandoned Clarion Secondary Railroad) Clarion River Rural Clarion County, Pennsylvania Pennsylvania United States Metal Baltimore Pin-Connected Deck Truss Fixed 10 3 0 0 1908 1928 King Bridge Company of Cleveland, Ohio Albert Lucius of New York, New York 7 8 270 82.3 845 257.56 0 0 https://historicbridges.org/pennsylvania/pineydam/little_100_2042_small.jpg https://historicbridges.org/pennsylvania/pineydam/little_100_2042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pineydam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.181850,-79.456470
4562 Lower Maumee River Railroad Bridge One of several large and impressive swing bridges on the Maumee River in Toledo. The technical description of the main or most noteworthy span of the bridge is a 353 ft (107.59 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 41.683070 -83.481800 Railroad (CSX) Maumee River Toledo Lucas County, Ohio Ohio United States Metal Camelback Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 10 1 Metal Warren Rivet-Connected Through Truss Fixed 6 7 1931 0 American Bridge Company of New York, New York 7 8 353 107.59 1415 431.29 0 0 https://historicbridges.org/ohio/csx_toledo/little_ohio20_small.jpg https://historicbridges.org/ohio/csx_toledo/little_ohio20.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/csx_toledo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.683070,-83.481800
4563 Lockport Railroad Bridge Upside-Down Bridge, Bridge E-231 This impressive structure was built as a deck truss to limit boat height on the Erie Canal to benefit the railroads. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 43.173500 -78.690060 Railroad (Falls Road Railroad) Erie Canal (New York State Barge Canal) Lockport Niagara County, New York New York United States Metal Baltimore Rivet-Connected Deck Truss Fixed 10 1 Metal Pratt Rivet-Connected Deck Truss Fixed 0 4 1902 0 King Bridge Company of Cleveland, Ohio 6 7 190 57.91 395 120.4 8.8 2.68 https://historicbridges.org/truss/lockportrr/little_img_0045_small.jpg https://historicbridges.org/truss/lockportrr/little_img_0045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/lockportrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.173500,-78.690060
4564 Loudon Railroad Bridge This bridge appears to be a very late example of a metal truss bridge and is noted for its simple span length. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 35.746370 -84.333230 Railroad (Norfolk Southern) Tennessee River (Watts Bar Lake) Loudon Loudon County, Tennessee Tennessee United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 12 1 Metal Deck Girder Fixed 0 9 0 0 Unknown 5 5 375 114.3 1725 525.78 0 0 https://historicbridges.org/tennessee/nstennesseeriverlouden/little_002_small.jpg https://historicbridges.org/tennessee/nstennesseeriverlouden/little_002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/nstennesseeriverlouden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.746370,-84.333230
4565 Whitford High Line Bridge This impressive bridge is a beautiful pin-connected Parker truss of substantial span length. The technical description of the main or most noteworthy span of the bridge is a 375 ft (114.3 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 40.014700 -75.638600 Railroad (Abandoned Pennsylvania Railroad) Railroad (Amtrak) and Whitford Road Exton Chester County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 11 1 0 0 1905 0 Pennsylvania Steel Company of Steelton, Pennsylvania 7 7 375 114.3 0 0 0 0 https://historicbridges.org/pennsylvania/whitfordhigh/little_whitfordroadironbridge002_small.jpg https://historicbridges.org/pennsylvania/whitfordhigh/little_whitfordroadironbridge002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whitfordhigh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.014700,-75.638600
4566 Wheeling and Lake Erie Railroad Bridge A beautiful example of a large, pin-connected swing bridge with extensive approach spans. The technical description of the main or most noteworthy span of the bridge is a 345 ft (105.16 m) metal pin-connected Pratt through truss, movable: swing, Center Bearing. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware and Detroit Bridge and Iron Works of Detroit, Michigan. 41.674750 -83.489790 Railroad (Wheeling and Lake Erie) Maumee River Toledo Lucas County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Bearing 0 1 Metal Pratt Pin-Connected Through Truss Fixed 7 7 0 0 Edge Moor Bridge Works of Wilmington, Delaware and Detroit Bridge and Iron Works of Detroit, Michigan 7 8 345 105.16 1315 400.81 0 0 https://historicbridges.org/ohio/wle_toledo/little_ohio11_small.jpg https://historicbridges.org/ohio/wle_toledo/little_ohio13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/wle_toledo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.674750,-83.489790
4567 Yellow Line Bridge Skokie Swift Bridge This bridge contains a variety of spans but its double-warren deck truss is locally rare. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.022680 -87.710720 Railroad (Chicago Transit Authority North Shore Channel and McCormick Boulevard Skokie and Evanston Cook County, Illinois Illinois United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 11 1925 0 Unknown 6 7 130 39.62 835 254.51 0 0 https://historicbridges.org/illinois/skokieswiftbridge/little_skokieswiftbridge2529_small.jpg https://historicbridges.org/illinois/skokieswiftbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/skokieswiftbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.022680,-87.710720
4568 Rockwood Railroad Bridge A nice railroad through truss with unusual portal bracing and deck plate girder approaches. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 42.064030 -83.254390 Railroad (Norfolk Southern) Huron River Rockwood Wayne County, Michigan and Monroe County, Michigan Michigan United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 6 6 155 47.24 234 71.32 0 0 https://historicbridges.org/truss/rockwood/little_img_0467_small.jpg https://historicbridges.org/truss/rockwood/little_img_0467.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/rockwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.064030,-83.254390
4569 Peshtigo Southern Railroad Bridge This impressive three span lattice truss has a center span that is shorter than the end spans. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 45.047380 -87.745140 Railroad (Canadian National) Peshtigo River Peshtigo Marinette County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 3 0 0 0 0 Unknown 7 8 128 39.01 355 108.2 0 0 https://historicbridges.org/wisconsin/peshtigorrbridgesouth/little_peshtigorrbridgesouth_2384_small.jpg https://historicbridges.org/wisconsin/peshtigorrbridgesouth/little_peshtigorrbridgesouth_2384.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/peshtigorrbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.047380,-87.745140
4570 New River Norfolk Southern Railroad Bridge Cincinnati Southern New River Bypass Bridge This high level truss bridge is a late but large example of its type. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 36.395920 -84.557850 Railroad (Norfolk Southern, Cincinnati Southern) New River Rural Scott County, Tennessee Tennessee United States Metal Warren Bolt-Connected Deck Truss Fixed 0 Cantilever 3 Metal Deck Girder Fixed 0 6 1963 0 Unknown 6 6 400 121.92 1622 494.39 0 0 https://historicbridges.org/tennessee/nsnewriver/little_r131_small.jpg https://historicbridges.org/tennessee/nsnewriver/little_r131.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/nsnewriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.395920,-84.557850
4571 Michigan City Railroad Bridge This gorgeous swing bridge still operates for boats and carries Amtrak trains. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 41.722650 -86.898190 Railroad (Norfolk Southern, Amtrak) Trail Creek Michigan City La Porte County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 7 7 195 59.44 200 60.96 0 0 https://historicbridges.org/indiana/michigancity/little_pict0026_small.jpg https://historicbridges.org/indiana/michigancity/little_pict0026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/michigancity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.722650,-86.898190
4573 Fort Wayne Railroad Bridge This is a rare pin connected camelback railroad truss bridge! The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.079480 -85.153550 Railroad (Norfolk Southern) St. Marys River Fort Wayne Allen County, Indiana Indiana United States Metal Camelback Pin-Connected Through Truss Fixed 7 1 0 0 1904 0 King Bridge Company of Cleveland, Ohio 8 7 185 56.39 190 57.91 0 0 https://historicbridges.org/truss/fortwayne/little_addfortwaynerailroadbridge_7782_small.jpg https://historicbridges.org/truss/fortwayne/little_img_20190920_181445.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/fortwayne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.079480,-85.153550
4574 Daggett Railroad Bridge One of only a few known surviving lattice through truss bridges in Michigan, this bridge sits out in the open for all to see. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 45.456030 -87.605630 Railroad (Canadian National) Little Cedar River Daggett Menominee County, Michigan Michigan United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 8 1 0 0 1917 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 120 36.58 120 36.58 12 3.66 https://historicbridges.org/michigan/daggettrrbridge/little_daggettrrbridge_2975_small.jpg https://historicbridges.org/michigan/daggettrrbridge/little_daggettrrbridge_2975.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/daggettrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.456030,-87.605630
4576 Brilliant Bridge Highway 93 Bridge This impressive arch bridge sits right next to the former highway bridge which has been preserved. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia. 49.316770 -117.631010 BC-3A (Highway 93) Kootenay River Brilliant Central Kootenay District, British Columbia British Columbia Canada Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1966 0 Western Bridge Company of Vancouver, British Columbia 6 6 300 91.44 992 302.36 0 0 https://historicbridges.org/britishcolumbia/brilliantbridge/little_brilliantbridge1833_small.jpg https://historicbridges.org/britishcolumbia/brilliantbridge/little_brilliantbridge1833.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/brilliantbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.316770,-117.631010
4581 ! Ridge Avenue Bridge Currently abandoned, this unusual bridge could be restored to serve pedestrians in its park setting. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.451200 -80.010290 Ridge Avenue Railroad (Norfolk Southern) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1903 1957 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 7 6 65 19.81 68 20.73 40.4 12.31 https://historicbridges.org/pennsylvania/ridgeavenue/little_p1220829_small.jpg https://historicbridges.org/pennsylvania/ridgeavenue/little_p1220829.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridgeavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451200,-80.010290
4584 ! Pennsylvania Turnpike Beaver River Bridge This is a large cantilever deck truss that is hidden in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.811520 -80.318900 I-76 (Pennsylvania Turnpike) Beaver River, PA-1001, and Railroad Rural Beaver County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 5 Metal Stringer (Multi-Beam) Fixed 0 2 1952 1988 Unknown 3 2 410 124.97 1546 471.22 56 17.07 https://historicbridges.org/pennsylvania/turnpikebeaver/little_p1240417_small.jpg https://historicbridges.org/pennsylvania/turnpikebeaver/little_p1240417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpikebeaver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.811520,-80.318900
4586 Watts Mills Road Bridge One of the most significant bridges in the region, this bridge is an extremely rare example of early continuous truss design. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal continuous pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: This bridge is closed to traffic. 40.790570 -80.493850 Watts Mills Road (PA-4009) North Fork Little Beaver Creek Rural Beaver County, Pennsylvania Pennsylvania United States This bridge is closed to traffic. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 Continuous 2 0 0 1878 0 Penn Bridge Company of Beaver Falls, Pennsylvania 9 9 48 14.63 109 33.22 12.5 3.81 https://historicbridges.org/pennsylvania/wattsmills/bkg_swpenn1427_small.jpg https://historicbridges.org/pennsylvania/wattsmills/little_addwattsmill_6829_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wattsmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.790570,-80.493850
4587 King Street Bridge This is an attractive traditional arch bridge that has the unusual addition of an Indian head sculpture on the railing. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Ferro-Concrete Construction Company of Harrisburg, Pennsylvania. 40.049500 -77.523290 King Street (US-11, PA-696, PA-533) Middle Spring Creek Shippensburg Cumberland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1911 0 Ferro-Concrete Construction Company of Harrisburg, Pennsylvania 5 5 40 12.19 47 14.33 47 14.33 https://historicbridges.org/pennsylvania/shippensburg/little_p1210939_small.jpg https://historicbridges.org/pennsylvania/shippensburg/little_p1210939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shippensburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.049500,-77.523290
4589 Ponakin Bridge One of the rarest truss bridges in the country, a cast iron Post truss sits abandoned and should be restored at all costs. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal (cast iron) pin-connected Post through truss, fixed. The bridge was primarily built by Watson Manufacturing Company of Paterson, New Jersey. 42.481060 -71.685040 Ponakin Road Nashua River Ponakin Mill Worcester County, Massachusetts Massachusetts United States Metal (Cast Iron) Post Pin-Connected Through Truss Fixed 11 1 0 0 1871 1978 Watson Manufacturing Company of Paterson, New Jersey 10 10 100 30.48 101 30.78 20.3 6.19 https://historicbridges.org/massachusetts/ponakin/little_img_1971_small.jpg https://historicbridges.org/massachusetts/ponakin/little_img_1971.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/ponakin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.481060,-71.685040
4593 Sabula Rail Bridge Sabula Railroad Bridge This is an impressive bridge both because of its swing span but also its Pratt and Parker truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal multiple-type-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles Frederick Loweth. 42.064150 -90.166550 Railroad (Iowa, Chicago, and Eastern Railroad) Mississippi River Sabula Jackson County, Iowa and Carroll County, Illinois Iowa and Illinois United States Metal Pratt Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Parker Pin-Connected Through Truss Fixed 9 0 1906 0 American Bridge Company of New York, New York Charles Frederick Loweth 8 8 360 109.73 1967 599.54 0 0 https://historicbridges.org/iowa/sabularailroad/little_sabularailroad5464_small.jpg https://historicbridges.org/iowa/sabularailroad/little_sabularailroad5464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/sabularailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.064150,-90.166550
4594 1st Avenue Railroad Overpass One of only two truss railroad overpasses that cross a highway in Michigan, this is a very unusual truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 46.476670 -90.055910 Railroad (Abandoned Soo Line) 1st Avenue Bessemer Gogebic County, Michigan Michigan United States Metal Camelback Rivet-Connected Pony Truss Fixed 0 1 0 0 1896 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 90 27.43 195 59.44 8 2.44 https://historicbridges.org/michigan/bessemer1st/bkg_IMG_0150-142_small.jpg https://historicbridges.org/michigan/bessemer1st/IMG_0150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bessemer1st/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.476670,-90.055910
4597 Rainbow Bridge La Conner Bridge This graceful arch bridge is noted for its uncommon design type, aesthetics, and span length. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal hingeless Solid Ribbed through arch, fixed. The bridge was primarily built by Neukirch Brothers of Seattle, Washington. The bridge was primarily designed by Harry R. Powell and Associates. 48.386780 -122.502450 Pioneer Parkway Road (Maple Avenue) Swinomish Slough La Conner Skagit County, Washington Washington United States Metal Solid Ribbed Hingeless Through Arch Fixed 21 1 Concrete T-Beam Fixed 0 6 1957 0 Neukirch Brothers of Seattle, Washington Harry R. Powell and Associates 6 7 550 167.64 791.5 241.25 24 7.32 https://historicbridges.org/washington/laconner/little_laconner13207_small.jpg https://historicbridges.org/washington/laconner/little_laconner13207.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/laconner/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.386780,-122.502450
4598 Division Street Bridge Mt. Vernon Bridge Although it no longer opens for boats, this is a good example of a truss swing bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Guy F. Atkinson. The bridge was primarily designed by George Stevens. 48.421490 -122.339920 Division Street (WA-536) Skagit River Mt. Vernon Skagit County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 5 1954 0 Guy F. Atkinson George Stevens 6 6 160 48.77 675 205.74 28 8.53 https://historicbridges.org/washington/mtvernon/little_mtvernon12939_small.jpg https://historicbridges.org/washington/mtvernon/little_mtvernon12939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mtvernon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.421490,-122.339920
4599 Bebee Bridge This unusual bridge stands next to the towers of the suspension bridge it replaced. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal continuous tied Braced Ribbed through arch, fixed. The bridge was primarily built by Unknown. 47.814440 -119.972930 US-97 Columbia River Rural Chelan County, Washington Washington United States Metal Braced Ribbed Tied Through Arch Fixed 0 Continuous 3 Concrete Box Beam Fixed 0 3 1962 2009 Unknown 6 6 520 158.5 1227 373.99 26 7.92 https://historicbridges.org/washington/beebebridge/little_beebebridge4051_small.jpg https://historicbridges.org/washington/beebebridge/little_beebebridge4051.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/beebebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.814440,-119.972930
4601 US-2 Kootenai River Bridge This is a somewhat unusually configured continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by McNutt Brothers of Eugene, Oregon. 48.495560 -115.918350 US-2 Kootenai River Rural Lincoln County, Montana Montana United States Metal Warren Rivet-Connected Deck Truss Fixed 12 Continuous 3 Concrete (Stone Faced) T-Beam Fixed 0 4 1942 1992 McNutt Brothers of Eugene, Oregon 6 6 264 80.47 942 287.12 31.2 9.51 https://historicbridges.org/montana/us2kootenairiver/little_us2kootenairiver6158_59_60_fused_small.jpg https://historicbridges.org/montana/us2kootenairiver/little_us2kootenairiver6158_59_60_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=montana/us2kootenairiver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.495560,-115.918350
4602 Westmond Bridge This riveted truss bridge was bypassed but left standing next to its replacement, and might eventually serve a trail. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 48.157560 -116.599990 US-95 (Abandoned Alignment) Railroad (BNSF) Rural Bonner County, Idaho Idaho United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Concrete T-Beam Fixed 0 2 1936 0 Unknown 5 6 140 42.67 262 79.86 24 7.32 https://historicbridges.org/idaho/oldus95railroadoverpass/little_oldus95railroadoverpass6495_small.jpg https://historicbridges.org/idaho/oldus95railroadoverpass/little_oldus95railroadoverpass6495.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/oldus95railroadoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.157560,-116.599990
4604 Steel Bridge This unique double deck lift bridge has the ability to lift the lower deck only or both decks as needed. The technical description of the main or most noteworthy span of the bridge is a 211 ft (64.31 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 45.527560 -122.669080 OR-99W and Railroad (Southern Pacific) Willamette River Portland Multnomah County, Oregon Oregon United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 7 1 Metal Pratt Rivet-Connected Deck Truss Fixed 11 2 1912 0 American Bridge Company of New York, New York Waddell and Harrington of Kansas City, Missouri 9 10 211 64.31 800 243.84 50 15.24 https://historicbridges.org/oregon/steelbridge/little_steelbridge8485_small.jpg https://historicbridges.org/oregon/steelbridge/little_steelbridge_7285.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/steelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.527560,-122.669080
4605 Broadway Bridge This iconic bridge is the largest example of the rare Rall type of bascule bridge ever built. The technical description of the main or most noteworthy span of the bridge is a 278 ft (84.73 m) metal rivet-connected Baltimore through truss, movable: double leaf bascule, Rall. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. 45.531850 -122.674170 Broadway Willamette River and Various Streets and Railroad Portland Multnomah County, Oregon Oregon United States Metal Baltimore Rivet-Connected Through Truss Movable: Double Leaf Bascule Rall 12 1 Metal Pennsylvania Rivet-Connected Through Truss Fixed 11 6 1913 0 Pennsylvania Steel Company of Steelton, Pennsylvania Ralph Modjeski 9 10 278 84.73 1742 530.96 45.6 13.9 https://historicbridges.org/oregon/broadwaybridge/little_broadwaybridge8446_small.jpg https://historicbridges.org/oregon/broadwaybridge/little_broadwaybridge8446.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/broadwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.531850,-122.674170
4606 ! Burnside Bridge An attractive bascule bridge with uncommon double-Warren deck truss approach spans, and designed by Gustav Lindenthal, a famous engineer. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Pacific Bridge Company of Portland, Oregon. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Gustav Lindenthal. 45.523070 -122.667600 Burnside Street Willamette River and Various Streets and Railroad Portland Multnomah County, Oregon Oregon United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Strauss Trunnion 0 1 Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 236 1926 0 Pacific Bridge Company of Portland, Oregon Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Gustav Lindenthal 7 7 213 64.92 2807 855.57 68 20.73 https://historicbridges.org/oregon/burnsidebridge/little_burnsidebridge8581_small.jpg https://historicbridges.org/oregon/burnsidebridge/little_burnsidebridge8581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/burnsidebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.523070,-122.667600
4608 Mission Avenue Bridge This is an early and unaltered example of a concrete arch bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 47.671780 -117.387550 Mission Avenue Spokane River Spokane Spokane County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1909 0 Unknown 7 7 84 25.6 348 106.07 40 12.19 https://historicbridges.org/washington/missionavenue/little_spokanemissionavenue14197_8_9_tonemapped_small.jpg https://historicbridges.org/washington/missionavenue/little_spokanemissionavenue14197_8_9_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/missionavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.671780,-117.387550
4614 Monroe Street Bridge With its unique aesthetic details this bridge briefly held a record for span length when completed. The technical description of the main or most noteworthy span of the bridge is a 281 ft (85.65 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri, and John C. Ralston and Morton McCartney. 47.660660 -117.426570 Monroe Street Spokane River Spokane Spokane County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Closed Spandrel Deck Arch Fixed 0 14 1911 2005 Unknown Waddell and Harrington of Kansas City, Missouri, and John C. Ralston and Morton McCartney 7 7 281 85.65 893 272.19 50 15.24 https://historicbridges.org/washington/monroestreetbridge/little_monroestreetbridge0522_small.jpg https://historicbridges.org/washington/monroestreetbridge/little_monroestreetbridge0522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/monroestreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.660660,-117.426570
4620 Washington Street Railroad Overpass Washington Street Overcrossing This is a very wide railroad overpass and its arch design makes it different from other overpasses in the area. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 47.655590 -117.418000 Washington Street Railroad (BNSF, Former Northern Pacific) Spokane Spokane County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown 4 5 66 20.12 80 24.38 170 51.82 https://historicbridges.org/washington/washingtonstreet/little_spokanewashingtonstreet14350_small.jpg https://historicbridges.org/washington/washingtonstreet/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/washingtonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.655590,-117.418000
4622 Greene Street Bridge Esmeralda-Greene Street Bridge This concrete arch bridge is one of the youngest of its type in both Spokane and the entire state. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Henry Hagman of Cashmere, Washington. The bridge was primarily designed by E. J. Garnett. 47.678330 -117.363820 Greene Street Spokane River, Riverton Avenue, and Upriver Drive Spokane Spokane County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Rigid-Frame Fixed 0 2 1955 1999 Henry Hagman of Cashmere, Washington E. J. Garnett 4 4 133 40.54 434 132.28 52.8 16.09 https://historicbridges.org/washington/greenestreet/little_spokanegreenestreet14318_19_20_tonemappedv_small.jpg https://historicbridges.org/washington/greenestreet/little_spokanegreenestreet14318_19_20_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/greenestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.678330,-117.363820
4625 Sunset Boulevard Overpass This is an early, unaltered, and attractive highway over highway grade separation bridge. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 47.650530 -117.444670 Sunset Boulevard Inland Empire Way Spokane Spokane County, Washington Washington United States Concrete Curved T-Beam Fixed 0 1 0 0 1936 0 Unknown 4 4 79 24.08 79 24.08 40 12.19 https://historicbridges.org/washington/sunsetboulevardoverpass/little_sunsetboulevardoverpass0460_small.jpg https://historicbridges.org/washington/sunsetboulevardoverpass/little_sunsetboulevardoverpass0460.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/sunsetboulevardoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.650530,-117.444670
4628 Lombard Street Bridge Designed by famed engineer Ralph Modjeski, one of three unusual deck truss bridges with gorgeous ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. 45.586340 -122.735640 North Lombard Street (US-30 Bypass) Railroad (BNSF, Portsmouth Cut) Portland Multnomah County, Oregon Oregon United States Metal Warren Rivet-Connected Deck Truss Fixed 0 3 0 0 1909 0 Unknown Ralph Modjeski 7 7 91 27.74 340 103.63 40 12.19 https://historicbridges.org/oregon/northlombardstreetbridge/little_northlombardstreetbridge8242_3_4_tonemappedb_small.jpg https://historicbridges.org/oregon/northlombardstreetbridge/little_northlombardstreetbridge8242_3_4_tonemappedb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/northlombardstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.586340,-122.735640
4630 Rock Creek Railroad Bridge This is a traditional pin-connected railroad truss and riveted plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 45.689390 -121.888200 Railroad (BNSF) Rock Creek Stevenson Skamania County, Washington Washington United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 2 0 0 American Bridge Company of New York, New York 6 6 150 45.72 250 76.2 0 0 https://historicbridges.org/washington/rockcreek/main_small.jpg https://historicbridges.org/washington/rockcreek/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/rockcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.689390,-121.888200
4631 Naches River BNSF Railroad Bridge This traditional pin-connected railroad through truss makes a nice comparison to the rare Pegram truss bridge it sits next to. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.627960 -120.520220 Railroad (BNSF) Naches River Yakima and Selah Yakima County, Washington Washington United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Through Girder Fixed 0 3 1911 0 Unknown 6 6 150 45.72 366 111.56 0 0 https://historicbridges.org/washington/bnsfnachesriveryakima/little_bnsfnachesriveryakima13777_small.jpg https://historicbridges.org/washington/bnsfnachesriveryakima/little_bnsfnachesriveryakima13777.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bnsfnachesriveryakima/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.627960,-120.520220
4632 I-82 Westbound Naches River Bridge This is one of two older truss bridges on this expressway which sit next to newer bridges including two 1960 truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by D. Nygren. The bridge was primarily designed by Washington Department of Highways. 46.630090 -120.515240 I-82 Westbound (US-97) Naches River Selah Yakima County, Washington Washington United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Concrete T-Beam Fixed 0 2 1932 1948 D. Nygren Washington Department of Highways 6 6 180 54.86 276 84.12 36 10.97 https://historicbridges.org/washington/i82nachesriver/little_i82nachesriver13590_small.jpg https://historicbridges.org/washington/i82nachesriver/little_i82nachesriver13590.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/i82nachesriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.630090,-120.515240
4635 I-82 Westbound Yakima River Bridge This is one of two older truss bridges on this expressway which sit next to newer bridges including two 1960 truss bridges. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Hofius Steel and Equipment Company. The bridge was primarily designed by Washington Department of Highways. 46.631220 -120.517070 I-82 Westbound (US-97) Yakima River Selah Yakima County, Washington Washington United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 10 1 Concrete T-Beam Fixed 0 2 1932 0 Hofius Steel and Equipment Company Washington Department of Highways 6 6 223 67.97 317 96.62 36 10.97 https://historicbridges.org/washington/i82yakimariver/little_i82yakimariver13555_small.jpg https://historicbridges.org/washington/i82yakimariver/little_i82yakimariver13555.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/i82yakimariver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.631220,-120.517070
4636 Murray Morgan Bridge 11th Street Bridge This large vertical lift bridge on a 4 percent grade was rehabilitated and is a major preservation success story. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 47.253920 -122.433610 11th Street City Waterway (Thea Foss Waterway) Tacoma Pierce County, Washington Washington United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 21 1911 1957 American Bridge Company of New York, New York Waddell and Harrington of Kansas City, Missouri 8 9 34 10.36 1748 532.79 34 10.36 https://historicbridges.org/washington/murraymorganbridge/little_murraymorganbridge9900_small.jpg https://historicbridges.org/washington/murraymorganbridge/little_murraymorganbridge9900.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/murraymorganbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.253920,-122.433610
4637 Tacoma Narrows Bridge Sturdy Gertie This bridge replaced the infamous Galloping Gertie bridge which collapsed, and both bridges are discussed on this page. The technical description of the main or most noteworthy span of the bridge is a 2800 ft (853.44 m) metal deck truss stiffening Warren wire cable suspension, fixed. The bridge was primarily built by Bethlehem Pacific Coast Steel Company. The bridge was primarily designed by Charles E. Andrew and Dexter R. Smith. 47.268660 -122.551120 WA-16 Westbound Tacoma Narrows Tacoma Pierce County, Washington Washington United States Metal Warren Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 Concrete T-Beam Fixed 0 10 1950 0 Bethlehem Pacific Coast Steel Company Charles E. Andrew and Dexter R. Smith 8 9 2800 853.44 5978 1822.09 46.3 14.11 https://historicbridges.org/washington/tacomanarrowsbridge/little_tacomanarrowsbridge10021_small.jpg https://historicbridges.org/washington/tacomanarrowsbridge/little_tacomanarrowsbridge10021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/tacomanarrowsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.268660,-122.551120
4638 Marshall Bridge With a variety of span lengths, this is an outstanding example of a curved t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete curved t-beam, fixed. The bridge was primarily built by Clifton and Applegate. The bridge was primarily designed by W. L. Malony of Spokane, Washington. 47.566720 -117.493310 Cheney-Spokane Road Marshall Creek, Fish Lake Trail, and Railroad (Northern Pacific) Marshall Spokane County, Washington Washington United States Concrete Curved T-Beam Fixed 0 10 0 0 1949 0 Clifton and Applegate W. L. Malony of Spokane, Washington 4 4 72 21.95 547 166.73 24 7.32 https://historicbridges.org/washington/marshallbridge/little_marshallbridge0275_small.jpg https://historicbridges.org/washington/marshallbridge/little_marshallbridge0275.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/marshallbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.566720,-117.493310
4639 Washington Water Power Bridge This is a small bridge that is part of the Spokane Falls complex of waterfalls, dams, and power generation facilities. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 47.660540 -117.426290 Pedestrian Walkway Portion of Spokane River Spokane Spokane County, Washington Washington United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/washington/spokanearch/little_spokanearch0533_small.jpg https://historicbridges.org/washington/spokanearch/little_spokanearch0533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/spokanearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.660540,-117.426290
4640 Howard Street Middle Channel Bridge This impressive and uncommon Baltimore truss is the only pin-connected truss bridge in Spokane. The technical description of the main or most noteworthy span of the bridge is a 194 ft (59.13 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Beer's Building Company of Seattle, Washington. The bridge was primarily designed by Morton McCartney. 47.662970 -117.421030 Howard Street (Non-Motorized Traffic Only) Spokane River Middle Channel Spokane Spokane County, Washington Washington United States Metal Baltimore Pin-Connected Through Truss Fixed 12 1 Concrete T-Beam Fixed 0 2 1916 1963 Beer's Building Company of Seattle, Washington Morton McCartney 8 8 194 59.13 242 73.76 40 12.19 https://historicbridges.org/washington/howardstreettruss/little_howardstreettruss0574_small.jpg https://historicbridges.org/washington/howardstreettruss/little_howardstreettruss0574.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/howardstreettruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.662970,-117.421030
4641 Howard Street North Channel Bridge One of two noteworthy historic bridges that carry Howard Street over the river, and today only serve non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 47.664240 -117.420820 Howard Street (Non-Motorized Traffic Only) Spokane River North Channel Spokane Spokane County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1909 0 Unknown 6 6 106 32.31 212 64.62 54 16.46 https://historicbridges.org/washington/howardstreetarch/little_howardstreetarch0698_small.jpg https://historicbridges.org/washington/howardstreetarch/little_howardstreetarch0698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/howardstreetarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.664240,-117.420820
4642 Post Street Bridge This concrete arch bridge has an interesting history, including a collapse during construction and a 1937 widening. The technical description of the main or most noteworthy span of the bridge is a 259 ft (78.94 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Olson and Johnson Company. The bridge was primarily designed by Morton McCartney. 47.662130 -117.424240 Post Street Spokane River Spokane Spokane County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Stringer (Multi-Beam) Fixed 0 2 1917 1937 Olson and Johnson Company Morton McCartney 5 5 259 78.94 333 101.5 40 12.19 https://historicbridges.org/washington/poststreet/little_poststreet0539_small.jpg https://historicbridges.org/washington/poststreet/little_poststreet0539.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/poststreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.662130,-117.424240
4644 Hatch Road Bridge This is a simple-looking concrete arch bridge that has unfortunately lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Charles A. McClung. The bridge was primarily designed by B. J. Garnett. 47.587440 -117.402140 Hatch Road Latah Creek (Hangman Creek) Spokane Spokane County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1919 1964 Charles A. McClung B. J. Garnett 3 3 111 33.83 166 50.6 26 7.92 https://historicbridges.org/washington/hatchroadbridge/little_hatchroadbridge0323_small.jpg https://historicbridges.org/washington/hatchroadbridge/little_hatchroadbridge0323.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/hatchroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.587440,-117.402140
4645 11th Avenue Bridge This is an attractive and unaltered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by G. H. Weller. 47.645820 -117.447510 11th Avenue Latah Creek (Hangman Creek) Spokane Spokane County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 G. H. Weller 6 6 110 33.53 154 46.94 20 6.1 https://historicbridges.org/washington/11thavenue/little_11thavenue0341_small.jpg https://historicbridges.org/washington/11thavenue/little_11thavenue0341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/11thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.645820,-117.447510
4646 Sunset Boulevard Bridge Latah Bridge This is the least altered of the two largest and most impressive concrete arch bridges in Spokane. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by J. E. Cunningham. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri, and Morton McCartney. 47.650020 -117.447270 Sunset Boulevard (BL-90) Latah Creek (Hangman Creek) Spokane Spokane County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 7 Concrete Deck Girder Fixed 0 2 1913 0 J. E. Cunningham Waddell and Harrington of Kansas City, Missouri, and Morton McCartney 8 9 150 45.72 1070 326.14 45 13.72 https://historicbridges.org/washington/sunsetboulevardhighbridge/little_sunsetboulevardhighbridge0442_small.jpg https://historicbridges.org/washington/sunsetboulevardhighbridge/little_sunsetboulevardhighbridge0442.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/sunsetboulevardhighbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.650020,-117.447270
4647 Marne Bridge Riverside Avenue Bridge Although the arch itself is unaltered, this bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles A. McClung. The bridge was primarily designed by Alfred D. Butler. 47.654600 -117.454150 Riverside Avenue Latah Creek (Hangman Creek) Spokane Spokane County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Charles A. McClung Alfred D. Butler 5 4 110 33.53 110 33.53 34 10.36 https://historicbridges.org/washington/marneriversideavenue/little_marneriversidedrive0398_small.jpg https://historicbridges.org/washington/marneriversideavenue/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/marneriversideavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.654600,-117.454150
4649 Chambers Bay Railroad Bridge Bridge 14 This blend of bascule and lift technologies is the only surviving example of the unique patented Strauss direct lift bridge in the country! The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal rivet-connected Pratt full-slope pony truss, movable: vertical lift, Direct Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 47.187140 -122.584130 Railroad (BNSF) Chambers Bay (Steilacoom Creek) Steilacoom Pierce County, Washington Washington United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Movable: Vertical Lift Direct Lift 4 1 0 4 1914 0 American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 10 10 96 29.26 240 73.15 0 0 https://historicbridges.org/washington/chambersbayrailroadbridge/little_chambersbayrailroadbridge9988_small.jpg https://historicbridges.org/washington/chambersbayrailroadbridge/little_chambersbayrailroadbridge9988.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/chambersbayrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.187140,-122.584130
4650 1st Street Bridge This is a small but rare and graceful looking example of a concrete rainbow arch bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by McRae Brothers. 47.209290 -123.100800 1st Street (WA-3) Goldsborough Creek Shelton Mason County, Washington Washington United States Concrete Rainbow Tied Through Arch Fixed 0 1 0 0 1923 0 McRae Brothers 7 7 55 16.76 57 17.37 24 7.32 https://historicbridges.org/washington/shelton1ststreet/little_shelton1ststreet10084_small.jpg https://historicbridges.org/washington/shelton1ststreet/little_shelton1ststreet10084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/shelton1ststreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.209290,-123.100800
4651 Lyons Ferry Bridge This unusual and early surviving cantilever truss bridge was moved to this beautiful rural location in 1968. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Kuckenberg and Wittman of Portland, Oregon. The bridge was primarily designed by Washington Department of Highways. 46.589630 -118.219430 WA-261 Snake River (Lake Herbert G West) Rural Columbia County, Washington and Franklin County, Washington Washington United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 26 Cantilever 3 Metal Pratt Rivet-Connected Deck Truss Fixed 9 8 1927 1968 Kuckenberg and Wittman of Portland, Oregon Washington Department of Highways 9 9 520 158.5 2040 621.79 20 6.1 https://historicbridges.org/washington/lyonsferry/little_lyonsferry5211_small.jpg https://historicbridges.org/washington/lyonsferry/little_lyonsferry4988.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/lyonsferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.589630,-118.219430
4652 Bridgeport Bridge This is an increasingly uncommon example of a continuous deck truss. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by United States Army Corps of Engineers. 48.000930 -119.654760 WA-17 Columbia River Bridgeport Douglas County, Washington and Okanogan County, Washington Washington United States Metal Warren Rivet-Connected Deck Truss Fixed 12 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 4 1950 0 Unknown United States Army Corps of Engineers 6 6 300 91.44 1150 350.52 26 7.92 https://historicbridges.org/washington/bridgeportbridge/little_bridgeportbridge3685_small.jpg https://historicbridges.org/washington/bridgeportbridge/little_bridgeportbridge3679.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bridgeportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.000930,-119.654760
4653 WA-153 Bridge This is an excellent representative example of a mid-20th Century truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. 48.076520 -119.968840 WA-153 Methow River Rural Okanogan County, Washington Washington United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Concrete T-Beam Fixed 0 4 1950 0 Unknown Washington Department of Highways 5 5 220 67.06 425 129.54 24 7.32 https://historicbridges.org/washington/wa153methowriver/little_wa153methowriver3843_small.jpg https://historicbridges.org/washington/wa153methowriver/little_wa153methowriver3831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa153methowriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.076520,-119.968840
4654 Pateros Railroad Bridge This curved bridge offers a variety of span types and represents typical railroad bridge construction from the period. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 48.050500 -119.902650 Railroad (Cascade and Columbia River) Methow River Pateros Okanogan County, Washington Washington United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Warren Rivet-Connected Pony Truss Fixed 8 2 1949 1966 American Bridge Company of New York, New York 6 6 150 45.72 378 115.21 0 0 https://historicbridges.org/washington/paterosrailroadbridge/little_paterosrailroadbridge3759_small.jpg https://historicbridges.org/washington/paterosrailroadbridge/little_paterosrailroadbridge3759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/paterosrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.050500,-119.902650
4655 West Monitor Bridge This rehabilitated bridge is one of the few examples of a pin-connected through truss highway bridge in the entire state! The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. 47.500970 -120.425620 Old Monitor Road Wenatchee River Rural Chelan County, Washington Washington United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 Wood Stringer (Multi-Beam) Fixed 0 2 1907 2011 Puget Sound Bridge and Dredging Company of Seattle, Washington 7 8 140 42.67 312 95.1 14.4 4.39 https://historicbridges.org/washington/oldmonitorbridge/little_oldmonitorbridge4175_small.jpg https://historicbridges.org/washington/oldmonitorbridge/little_oldmonitorbridge4175.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/oldmonitorbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.500970,-120.425620
4659 Clark Fork Railroad Bridge This railroad bridge served briefly as a vehicular bridge before being converted for pedestrian only use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 48.135940 -116.173090 Railroad (Rail-Trail) Clark Fork River Clark Fork Bonner County, Idaho Idaho United States Metal Pratt Pin-Connected Through Truss Fixed 8 4 Metal Deck Girder Fixed 0 2 1920 0 Unknown 7 7 200 60.96 996 303.58 10.2 3.11 https://historicbridges.org/idaho/clarkforkrr1/little_clarkforkrr15447_8_9_tonemappedv_small.jpg https://historicbridges.org/idaho/clarkforkrr1/little_clarkforkrr15447_8_9_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/clarkforkrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.135940,-116.173090
4661 Clark Fork Railroad Girder Bridge This bridge appears to be a later example of a riveted deck plate girder. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 48.134030 -116.169840 Railroad (BNSF) Clark Fork River Clark Fork Bonner County, Idaho Idaho United States Metal Deck Girder Fixed 0 11 0 0 0 0 Unknown 2 2 0 0 1178 359.05 0 0 https://historicbridges.org/idaho/clarkforkrr2/little_clarkforkrr15576_7_8_tonemappedv_small.jpg https://historicbridges.org/idaho/clarkforkrr2/little_clarkforkrr15576_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/clarkforkrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.134030,-116.169840
4662 Noxon Bridge Located in a region with few metal truss bridges, this example is located in a very scenic setting. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 47.996170 -115.765070 Klakken Road (CR-020) Clark Fork River (Cabinet Gorge Reservoir) Noxon Sanders County, Montana Montana United States Metal Parker Rivet-Connected Through Truss Fixed 9 3 0 0 1922 1998 Unknown 6 7 198 60.35 600 182.88 17.4 5.3 https://historicbridges.org/montana/noxonbridge/little_noxonbridge5764_5_6_tonemappedv_small.jpg https://historicbridges.org/montana/noxonbridge/little_noxonbridge5764_5_6_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=montana/noxonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.996170,-115.765070
4663 Sylvan Island Railroad Bridge Among the oldest metal bridges in the country is this rarest of bridge types, a cast iron truss... plus it has a rare configuration and Phoenix columns! The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal (cast iron) multiple-type-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by Thomas Curtis Clarke. 41.510620 -90.532790 Railroad (Abandoned) Sylvan Slough Moline Rock Island County, Illinois Illinois United States Metal (Cast Iron) Whipple (Double-Intersection Pratt) Multiple-Type-Connected Through Truss Fixed 15 1 0 0 1868 0 Detroit Bridge and Iron Works of Detroit, Michigan Thomas Curtis Clarke 10 10 195 59.44 202 61.57 0 0 https://historicbridges.org/illinois/sylvanislandrailroad/little_sylvanislandrailroad5979_small.jpg https://historicbridges.org/illinois/sylvanislandrailroad/little_sylvanislandrailroad5979.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sylvanislandrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.510620,-90.532790
4665 Troy Bridge Theodore Roosevelt Memorial Bridge There are very few truss bridges in this region remaining, but this bridge would be impressive and noteworthy anywhere. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Coast Bridge Company of Portland, Oregon. 48.470070 -115.887530 Kootenai River Road (CR-071) Kootenai River Troy Lincoln County, Montana Montana United States Metal Parker Pin-Connected Through Truss Fixed 11 2 0 0 1912 0 Coast Bridge Company of Portland, Oregon 7 8 221 67.36 445 135.64 9.8 2.99 https://historicbridges.org/montana/troybridge/little_troybridge5928_small.jpg https://historicbridges.org/montana/troybridge/little_troybridge5928.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=montana/troybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.470070,-115.887530
4666 ! Kootenai Falls Bridge This is a narrow swinging foot bridge that appears to have a few parts that are older. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal swinging eyebar chain suspension, fixed. The bridge was primarily built by Unknown. 48.453180 -115.771610 Pedestrian Walkway Kootenai River Rural Lincoln County, Montana Montana United States Metal Swinging Eyebar Chain Suspension Fixed 0 1 0 0 0 0 Unknown 2 2 210 64.01 0 0 0 0 https://historicbridges.org/montana/kootenaifallsbridge/little_kootenaifallsbridge5922_small.jpg https://historicbridges.org/montana/kootenaifallsbridge/little_kootenaifallsbridge5922.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=montana/kootenaifallsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.453180,-115.771610
4668 Naples Bridge Naples Viaduct This bridge is on old US highway alignment and has an interesting combination of concrete approach spans and a metal truss span. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 48.567060 -116.394220 Old US-95 (Deep Creek Loop) Railroad (BNSF and Union Pacific) and Deep Creek Naples Boundary County, Idaho Idaho United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Concrete Curved T-Beam Fixed 0 7 1936 0 Unknown 5 7 161 49.07 502 153.01 24 7.32 https://historicbridges.org/idaho/naples/little_naples6388_89_90_tonemappedb_small.jpg https://historicbridges.org/idaho/naples/little_naples6388_89_90_tonemappedb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/naples/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.567060,-116.394220
4669 ! Sandpoint Railroad Bridge Lake Pend Oreille Railroad Bridge This is an extremely long railroad bridge, and although many of its approach spans have been replaced, the main swing span remains historic. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 48.257040 -116.527810 Railroad (BNSF) Lake Pend Oreille Sandpoint Bonner County, Idaho Idaho United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 9 1 Metal Through Girder Fixed 0 0 1904 0 Unknown 7 8 200 60.96 4800 1463.04 0 0 https://historicbridges.org/idaho/sandpointrailroadbridge/little_sandpointrailroadbridge6411_small.jpg https://historicbridges.org/idaho/sandpointrailroadbridge/little_sandpointrailroadbridge6411.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/sandpointrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.257040,-116.527810
4670 East Hope Bridge This is a little bridge that has an unusual alteration, suggesting an interesting reuse of materials to widen it. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 48.241930 -116.298900 Wellington Place Strong Creek East Hope Bonner County, Idaho Idaho United States Concrete T-Beam Fixed 0 1 0 0 1924 1974 Unknown 2 5 30.8 9.39 30.8 9.39 28 8.53 https://historicbridges.org/idaho/wellingtonplacehopebridge/little_wellingtonplacehopebridge5258_59_60_fused_small.jpg https://historicbridges.org/idaho/wellingtonplacehopebridge/little_wellingtonplacehopebridge5258_59_60_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/wellingtonplacehopebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.241930,-116.298900
4671 Moyie Bridge Moyie River Canyon Bridge With its welded beams, this extremely high bridge looks about 10 years newer than it is. The technical description of the main or most noteworthy span of the bridge is a 378 ft (115.21 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Northern Imperial Construction Company of Portland, Oregon. 48.728450 -116.177810 US-2 Moyie River Moyie Springs Boundary County, Idaho Idaho United States Metal Warren Bolt-Connected Deck Truss Fixed 0 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 3 1965 0 Northern Imperial Construction Company of Portland, Oregon 4 5 378 115.21 1222 372.47 28 8.53 https://historicbridges.org/idaho/moyieriverus2/little_moyieriverus26190_small.jpg https://historicbridges.org/idaho/moyieriverus2/little_moyieriverus26190.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=idaho/moyieriverus2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.728450,-116.177810
4672 Chelan Falls Railroad Bridge This is a traditional railroad bridge and it features a through and pony truss span. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 47.804420 -119.984140 Railroad (Cascade and Columbia River) Chelan River Chelan Falls Chelan County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Warren Rivet-Connected Pony Truss Fixed 8 0 0 0 Unknown 6 6 200 60.96 525 160.02 0 0 https://historicbridges.org/washington/chelanfalls/little_15618833058_e6265f40ee_o_small.jpg https://historicbridges.org/washington/chelanfalls/little_chelanfalls4059.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/chelanfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.804420,-119.984140
4673 L 11th Street Bridge This is a vertical lift bridge that had its towers removed as well as all machinery turning it into a fixed truss bridge. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 47.260190 -122.418660 11th Street (WA-509) Puyallup Waterway Tacoma Pierce County, Washington Washington United States Metal Pratt Rivet-Connected Through Truss Fixed 7 3 Metal Deck Girder Fixed 0 0 1930 1979 Unknown 6 5 161 49.07 2760 841.25 24 7.32 https://historicbridges.org/washington/11thstreetbridge/little_11thstreetbridge9662_small.jpg https://historicbridges.org/washington/11thstreetbridge/little_11thstreetbridge9662.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/11thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.260190,-122.418660
4674 Lincoln Avenue Bridge This bridge is unusual because each of its three spans is slightly different in length and as a result the members on each span also differ. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 47.249810 -122.414230 Lincoln Avenue Puyallup River Tacoma Pierce County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 8 3 Metal Stringer (Multi-Beam) Fixed 0 1 1929 1944 Unknown 6 6 170 51.82 466 142.04 30 9.14 https://historicbridges.org/washington/lincolnavenue/little_lincolnavenue9551_small.jpg https://historicbridges.org/washington/lincolnavenue/little_lincolnavenue9551.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/lincolnavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.249810,-122.414230
4675 Puyallup River BNSF Railroad Bridge One of a couple traditional railroad bridges on this section of river. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 47.244180 -122.406680 Railroad (BNSF) Puyallup River Tacoma Pierce County, Washington Washington United States Metal Pratt Rivet-Connected Through Truss Fixed 6 2 Metal Through Girder Fixed 0 2 0 0 Unknown 6 6 130 39.62 400 121.92 0 0 https://historicbridges.org/washington/bnsfpuyallupriverbridge/little_bnsfpuyallupriverbridge9358_small.jpg https://historicbridges.org/washington/bnsfpuyallupriverbridge/little_bnsfpuyallupriverbridge9358.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bnsfpuyallupriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.244180,-122.406680
4676 Purdy Bridge This strikingly plain bridge that looks newer than it is was found to be historic since it was one of the first of a type that later became more common. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) concrete continuous box beam, fixed. The bridge was primarily built by Portland Dredging Company of Portland, Oregon. The bridge was primarily designed by W. H. Witt Company of Seattle, Washington and Homer M. Hadley. 47.384090 -122.628110 WA-302 Henderson Bay (Burley Lagoon) Rural Pierce County, Washington Washington United States Concrete Box Beam Fixed 0 Continuous 5 0 0 1936 1966 Portland Dredging Company of Portland, Oregon W. H. Witt Company of Seattle, Washington and Homer M. Hadley 5 6 190 57.91 550 167.64 20 6.1 https://historicbridges.org/washington/purdybridge/little_purdybridge10051_2_3_tonemappedd_small.jpg https://historicbridges.org/washington/purdybridge/little_purdybridge10051_2_3_tonemappedd.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/purdybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.384090,-122.628110
4677 Foothills Trail Bridge This metal truss railroad bridge provides an excellent compare and contrast opportunity as it sits next to a rare concrete truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 47.129700 -122.236230 Railroad (Foothills Trail Rail-Trail) Puyallup River Rural Pierce County, Washington Washington United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1905 0 Unknown 6 7 150 45.72 0 0 0 0 https://historicbridges.org/washington/mcmillinrailroadbridge/little_mcmillinrailroadbridge8753_4_5_fused2_small.jpg https://historicbridges.org/washington/mcmillinrailroadbridge/little_mcmillinrailroadbridge8753_4_5_fused2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/mcmillinrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.129700,-122.236230
4678 Washtucna Railroad Bridge Washtucna Spokane, Portland and Seattle Railway Bridge This little deck truss bridge is a suprise find out in the middle of nowhere. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.752570 -118.299630 Railroad (Columbia Plateau Rail-Trail) North Street Washtucna Adams County, Washington Washington United States Metal Warren Rivet-Connected Deck Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 1909 0 Unknown 5 6 110 33.53 330 100.58 0 0 https://historicbridges.org/washington/washtucnarailroadbridge/little_washtucnarailroadbridge4945_small.jpg https://historicbridges.org/washington/washtucnarailroadbridge/little_washtucnarailroadbridge4945.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/washtucnarailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.752570,-118.299630
4680 ! Magnolia Bridge West Garfield Street Bridge This is a large, complex, multi-ramp curved viaduct with rare concrete truss spans, but also suffers from alteration. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) concrete Warren deck truss, fixed. The bridge was primarily built by J. M. Clapp. 47.633480 -122.385340 Garfield Street (Magnolia Boulevard) Various Streets and Railroad Lines Seattle King County, Washington Washington United States Concrete Warren Deck Truss Fixed 0 15 Metal Through Girder Fixed 0 50 1929 2001 J. M. Clapp 8 8 87 26.52 3008 916.84 36 10.97 https://historicbridges.org/washington/magnoliabridge/little_magnoliabridge13376_small.jpg https://historicbridges.org/washington/magnoliabridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/magnoliabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.633480,-122.385340
4681 WA-9 Bridge Valley Highway Bridge This is a multi-span example of a standard Washington State through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. 48.809330 -122.200220 WA-9 (Valley Highway) North Fork Nooksack River Rural Whatcom County, Washington Washington United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 2 Concrete T-Beam Fixed 0 2 1954 0 Unknown Washington Department of Highways 5 5 160 48.77 410 124.97 26 7.92 https://historicbridges.org/washington/wa9valleyhighway/little_wa9valleyhighway12490_small.jpg https://historicbridges.org/washington/wa9valleyhighway/little_wa9valleyhighway12490.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa9valleyhighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.809330,-122.200220
4682 North Fork Nooksack River Railroad Bridge This is a class pin-connected railroad through truss that remains in service for trains. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 48.809220 -122.200790 Railroad (BNSF) North Fork Nooksack River Rural Whatcom County, Washington Washington United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 Metal Through Girder Fixed 0 1 1899 1915 Unknown 7 7 155 47.24 419 127.71 0 0 https://historicbridges.org/washington/wa9valleyrailroad/little_wa9valleyrailroad12499_small.jpg https://historicbridges.org/washington/wa9valleyrailroad/little_wa9valleyrailroad12499.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa9valleyrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.809220,-122.200790
4683 West End Bridge West End - North Side Bridge A visual gateway for the Ohio River, this bridge has an extremely tall arch, and is very photogenic. The technical description of the main or most noteworthy span of the bridge is a 780 ft (237.74 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works, Vernon R Covell. 40.446290 -80.027070 US-19 Ohio River and Railroad Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Braced Ribbed Tied Through Arch Fixed 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 8 3 1932 1991 American Bridge Company of New York, New York Allegheny County Department of Public Works, Vernon R Covell 8 8 780 237.74 1221 372.16 40.7 12.41 https://historicbridges.org/other/westend/little_day3westend7073_small.jpg https://historicbridges.org/other/westend/little_day3westend7073.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/westend/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.446290,-80.027070
4685 Mackinac Bridge Big Mac / Mighty Mac The longest bridge in the western hemisphere, and the most famous built structure in the state of Michigan. The technical description of the main or most noteworthy span of the bridge is a 3800 ft (1158.24 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by David Steinman of New York, New York. 45.817810 -84.727670 I-75 Straits of Mackinac Mackinaw City and St. Ignace Emmet County, Michigan and Mackinac County, Michigan Michigan United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 96 3 Metal Warren Bolt-Connected Deck Truss Fixed 0 Continuous 57 1957 0 American Bridge Company of New York, New York David Steinman of New York, New York 10 10 3800 1158.24 19248.6 5866.97 48 14.63 https://historicbridges.org/other/mackinac/little_p1310165_small.jpg https://historicbridges.org/other/mackinac/little_p1310166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/mackinac/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.817810,-84.727670
4686 McKees Rocks Bridge This very long landmark bridge has an unbelievable variety and number of span types including two rare crescent arch spans! The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.477220 -80.048530 Blue Belt (PA-3104) Ohio River, Railroad, and Various Streets McKees Rocks and Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Braced Ribbed Two-Hinged Through Arch Fixed 22 1 Metal Solid Ribbed Deck Arch Fixed 12 21 1931 1987 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 9 9 750 228.6 5900 1798.32 40 12.19 https://historicbridges.org/other/mckees/little_day3mckeesrocks8856_small.jpg https://historicbridges.org/other/mckees/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/mckees/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.477220,-80.048530
4688 Mosier I-84 Overpass This is a representative example of an early surviving overpass bridge for an Interstate Highway in Oregon. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 45.686140 -121.401220 US-30 I-84 Mosier Wasco County, Oregon Oregon United States Concrete T-Beam Fixed 0 4 0 0 1953 1961 Unknown 2 3 50 15.24 167 50.9 26 7.92 https://historicbridges.org/oregon/mosieri84overpass/little_mosieri84overpass7063_small.jpg https://historicbridges.org/oregon/mosieri84overpass/little_mosieri84overpass7063.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/mosieri84overpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.686140,-121.401220
4689 Mosier Creek Bridge One of a large group of historic bridges that are a part of the Historic Columbia River Highway, this one is associated with famous engineer Conde McCullough. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Lindstrom and Feigenson of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.684650 -121.394450 US-30, OR-100, 1st Street (Historic Columbia River Highway) Mosier Creek Mosier Wasco County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 6 1920 0 Lindstrom and Feigenson of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 7 6 110 33.53 182 55.47 19 5.79 https://historicbridges.org/oregon/mosierbridge/little_mosierbridge7031_small.jpg https://historicbridges.org/oregon/mosierbridge/little_mosierbridge7031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/mosierbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.684650,-121.394450
4691 Dr. John McLoughlin Memorial Bridge McLoughlin Bridge This is an imppressive steel arch span that also includes attractive concret approach spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Lindstrom and Feigenson of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.373210 -122.601530 OR 99E (McLoughlin Boulevard) Clackamas River Gladstone Clackamas County, Oregon Oregon United States Metal Solid Ribbed Tied Through Arch Fixed 0 3 Concrete Curved T-Beam Fixed 0 4 1933 0 Lindstrom and Feigenson of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 7 7 240 73.15 730 222.5 4 1.22 https://historicbridges.org/oregon/johnmcloughlinmemorialbridge/little_johnmcloughlinmemorialbridge7594_small.jpg https://historicbridges.org/oregon/johnmcloughlinmemorialbridge/little_johnmcloughlinmemorialbridge7594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/johnmcloughlinmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.373210,-122.601530
4692 Tucker Bridge Only in Oregon with its amazing collection of concrete arch bridges would this beautiful bridge be described as having little ornamentation. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Charles O. Young. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.654850 -121.548830 Tucker Road (Highway 281) Hood River Rural Hood River County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 4 1932 0 Charles O. Young Conde Balcom McCullough (Oregon State Highway Commission) 7 6 100 30.48 188 57.3 24 7.32 https://historicbridges.org/oregon/tuckerbridge/little_tuckerbridge7118_19_20_tonemappedv_small.jpg https://historicbridges.org/oregon/tuckerbridge/little_tuckerbridge7118_19_20_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/tuckerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.654850,-121.548830
4693 Seufert Viaduct Decorative arch facades give this bridge the aesthetic details that characterized the Historic Columbia River Highway bridges. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Colonial Building Company of Spokane, Washington. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.611460 -121.122280 Viewpoint Road (Historic Columbia River Highway) Fifteen Mile Creek Rural Wasco County, Oregon Oregon United States Concrete T-Beam Fixed 0 6 0 0 1920 0 Colonial Building Company of Spokane, Washington Conde Balcom McCullough (Oregon State Highway Commission) 6 5 40 12.19 238 72.54 19.4 5.91 https://historicbridges.org/oregon/seufertviaduct/little_seufertviaduct6964_small.jpg https://historicbridges.org/oregon/seufertviaduct/little_seufertviaduct6964.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/seufertviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.611460,-121.122280
4694 6th Street Bridge William Duby Bridge This concrete arch bridge was widened in 1950, but its original 1917 visual design was maintained. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.915780 -119.352200 6th Street, US-730 (Historic Columbia River Highway) Umatilla River Umatilla Umatilla County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete T-Beam Fixed 0 6 1917 1950 Unknown Conde Balcom McCullough (Oregon State Highway Commission) 6 6 110 33.53 431.5 131.52 30.2 9.2 https://historicbridges.org/oregon/umatilla6thstreet/little_umatilla6thstreet6804_small.jpg https://historicbridges.org/oregon/umatilla6thstreet/little_umatilla6thstreet6804.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/umatilla6thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.915780,-119.352200
4695 Spanish Hollow Bridge This bridge has a high level of aesthetic detail representative of the unique beauty found in many Oregon historic bridges. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete t-beam, fixed. The bridge was primarily built by Joplin and Eldon of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.670940 -120.830450 Frontage Road (Biggs Rufus Highway, Old US-30) Spanish Hollow Creek Biggs Sherman County, Oregon Oregon United States Concrete T-Beam Fixed 0 7 0 0 1936 0 Joplin and Eldon of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 6 6 70 21.34 404 123.14 26 7.92 https://historicbridges.org/oregon/biggsjunction/little_biggsjunction6904_small.jpg https://historicbridges.org/oregon/biggsjunction/little_biggsjunction6904.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/biggsjunction/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.670940,-120.830450
4696 Canoe Pass Bridge In a stunning setting visited by many tourists, this is one of two impressive bridges here of different type but similar appearance that offer a nice engineering contrast. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Wallace Bridge and Structural Steel Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways (O R. Elwell). 48.408710 -122.645200 WA-20 Canoe Pass Rural Skagit County, Washington Washington United States Metal Solid Ribbed Spandrel Braced Two-Hinged Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 3 1935 0 Wallace Bridge and Structural Steel Company of Seattle, Washington Washington Department of Highways (O R. Elwell) 8 9 350 106.68 511 155.75 22.3 6.8 https://historicbridges.org/washington/canoepass/little_canoepass12985_6_7_tonemappedv_small.jpg https://historicbridges.org/washington/canoepass/little_canoepass12985_6_7_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/canoepass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.408710,-122.645200
4697 Deception Pass Bridge In a stunning setting visited by many tourists, this is one of two impressive bridges here of different type but similar appearance that offer a nice engineering contrast. The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Wallace Bridge and Structural Steel Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways (O R. Elwell). 48.406110 -122.644540 WA-20 Deception Pass Rural Island County, Washington and Skagit County, Washington Washington United States Metal Warren Rivet-Connected Deck Truss Fixed 22 Cantilever 3 Concrete T-Beam Fixed 0 4 1935 0 Wallace Bridge and Structural Steel Company of Seattle, Washington Washington Department of Highways (O R. Elwell) 8 9 550 167.64 976 297.48 22 6.71 https://historicbridges.org/washington/deceptionpass/little_deceptionpass13058_small.jpg https://historicbridges.org/washington/deceptionpass/little_deceptionpass13058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/deceptionpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.406110,-122.644540
4698 I-5 Skagit River Bridge Although structurally noted for a design that looked continuous but is actually simple spans, this bridge was made infamous when a truck crashed into and collapsed one of the spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Peter Kiewit and Sons of Omaha, Nebraska. 48.444810 -122.341110 I-5 Skagit River Mt. Vernon Skagit County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 6 4 Concrete Curved T-Beam Fixed 0 8 1955 2013 Peter Kiewit and Sons of Omaha, Nebraska 5 5 160 48.77 1112 338.94 56 17.07 https://historicbridges.org/washington/i5skagit/little_i5skagit12822_small.jpg https://historicbridges.org/washington/i5skagit/little_i5skagit12822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/i5skagit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.444810,-122.341110
4700 Pilchuck Creek Bridge This bridge is the oldest bridge on the state highway system and noted for its association with Daniel Luten. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Arvid Edwin Peterson. The bridge was primarily designed by Daniel Luten. 48.265210 -122.165500 WA-9 (Old Alignment) Pilchuck Creek Rural Snohomish County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1916 0 Arvid Edwin Peterson Daniel Luten 6 8 55 16.76 120 36.58 16.7 5.09 https://historicbridges.org/washington/pilchuckbridge/little_pilchuckbridge13260_1_2_tonemappedv_small.jpg https://historicbridges.org/washington/pilchuckbridge/little_pilchuckbridge13260_1_2_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/pilchuckbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.265210,-122.165500
4701 Goodwin Road Bridge This unique bridge has a curved design and features an unusually large variety of span types. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 47.527440 -120.489450 Goodwin Road (Route 285) Wenatchee River, Goodwin Road, and Railroad (BNSF) Cashmere Chelan County, Washington Washington United States Metal Warren Rivet-Connected Deck Truss Fixed 9 2 Metal Through Girder Fixed 0 6 1929 0 Unknown 6 7 124 37.8 503 153.31 20 6.1 https://historicbridges.org/washington/goodwinroadbridge/little_goodwinroadbridge4102_small.jpg https://historicbridges.org/washington/goodwinroadbridge/little_goodwinroadbridge4102.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/goodwinroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.527440,-120.489450
4702 Grand Coulee Dam Bridge This bridge is an extremely long arch bridge that is dwarfed by the dam of which the bridge is an integral part. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Consolidated Builders, Inc.. The bridge was primarily designed by S. O. Harper. 47.956050 -118.981920 Dam Access Road Columbia River (Franklin D. Roosevelt Lake) Coulee Dam Grant County, Washington and Okanogan County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 11 0 0 1941 0 Consolidated Builders, Inc. S. O. Harper 8 8 150 45.72 1650 502.92 30 9.14 https://historicbridges.org/washington/grandcouleedam/little_grandcouleedam3122_small.jpg https://historicbridges.org/washington/grandcouleedam/little_grandcouleedam3122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/grandcouleedam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.956050,-118.981920
4703 Rock Island Bridge This is an unusual railroad bridge that was made even more unusual long ago when supplemental trusses were added to it. The technical description of the main or most noteworthy span of the bridge is a 416.5 ft (126.95 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. 47.367140 -120.153810 Railroad (BNSF) Columbia River Rock Island Chelan County, Washington and Douglas County, Washington Washington United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 Metal Parker Pin-Connected Deck Truss Fixed 10 0 1893 1925 Edge Moor Bridge Works of Wilmington, Delaware 8 9 416.5 126.95 900 274.32 0 0 https://historicbridges.org/washington/bnsfrockislandbridge/little_bnsfrockislandbridge4887_small.jpg https://historicbridges.org/washington/bnsfrockislandbridge/little_bnsfrockislandbridge4887.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/bnsfrockislandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.367140,-120.153810
4705 Wenatchee Avenue Bridge This pair of bridges also includes a noteworthy plate girder bridge that was built to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Puget Sound Bridge and Dredging Company of Seattle, Washington. The bridge was primarily designed by Washington Department of Highways. 47.458700 -120.336580 Wenatchee Avenue (Northbound) Wenatchee River and Railroad (BNSF) Wenatchee Chelan County, Washington Washington United States Metal Pratt Rivet-Connected Deck Truss Fixed 13 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 7 1932 0 Puget Sound Bridge and Dredging Company of Seattle, Washington Washington Department of Highways 7 7 260 79.25 641 195.38 30 9.14 https://historicbridges.org/washington/wenatcheeavenuebridge/little_wenatcheeavenuebridge4320_1_2_tonemappedv_small.jpg https://historicbridges.org/washington/wenatcheeavenuebridge/little_wenatcheeavenuebridge4320_1_2_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wenatcheeavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.458700,-120.336580
4706 Wenatchee River Railroad Bridge This railroad bridge has a variety of spans, but its pin-connected Warren through truss span is most noteworthy. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 47.458050 -120.333440 Railroad (BNSF) Wenatchee River Rural Chelan County, Washington Washington United States Metal Warren Pin-Connected Through Truss Fixed 8 2 Metal Warren Rivet-Connected Pony Truss Fixed 9 0 1899 0 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 7 8 165 50.29 625 190.5 0 0 https://historicbridges.org/washington/wenatcheerailroadbridge/little_wenatcheerailroadbridge4352_small.jpg https://historicbridges.org/washington/wenatcheerailroadbridge/little_wenatcheerailroadbridge4352.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wenatcheerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.458050,-120.333440
4707 Monitor Bridge This is an attractive concrete arch bridge that has a single solid rib. The technical description of the main or most noteworthy span of the bridge is a 131 ft (39.93 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Henry Hagman of Cashmere, Washington. The bridge was primarily designed by A. M. Buell. 47.487090 -120.413900 Main Street (Old Monitor Road) Wenatchee River Monitor Chelan County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Slab Fixed 0 6 1931 0 Henry Hagman of Cashmere, Washington A. M. Buell 5 6 131 39.93 357 108.81 20 6.1 https://historicbridges.org/washington/monitormainstreet/little_monitormainstreet4295_6_7_tonemappedv_small.jpg https://historicbridges.org/washington/monitormainstreet/little_monitormainstreet4295_6_7_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/monitormainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.487090,-120.413900
4711 ! New Harmony Bridge Harmony Way Bridge Noteworthy for its size, design, and operation as a toll bridge, this historic truss has been closed and is at risk for demolition. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. 38.131320 -87.942500 IN-66 and IL-14 Wabash River New Harmony Posey County, Indiana and White County, Illinois Illinois and Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 10 4 Metal Warren Rivet-Connected Deck Truss Fixed 7 34 1930 1962 Nashville Bridge Company of Nashville, Tennessee 8 8 300 91.44 2579 786.08 20 6.1 https://historicbridges.org/indiana/newharmony/little_newharmony2697_small.jpg https://historicbridges.org/indiana/newharmony/little_newharmony2501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newharmony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.131320,-87.942500
4712 Chain of Rocks Canal Bridge This impressive bridge is noted for its large through truss span and rare continuous deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 463 ft (141.12 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Bushman Construction Company. 38.761840 -90.138120 Chain of Rocks Road (Historic US-66) Chain of Rocks Canal Granite City Madison County, Illinois Illinois United States Metal Modified Polygonal Warren Rivet-Connected Through Truss Fixed 16 1 Metal Warren Rivet-Connected Deck Truss 8 Continuous 18 1949 1999 Bushman Construction Company 7 7 463 141.12 2368.2 721.83 17.7 5.39 https://historicbridges.org/illinois/chainofrockscanal/little_chainofrockscanal5854_small.jpg https://historicbridges.org/illinois/chainofrockscanal/little_chainofrockscanal5854.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chainofrockscanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.761840,-90.138120
4714 Cairo Mississippi River Bridge Birds Point Bridge This increasingly rare two tower cantilever truss has a distinctive appearance due to its long series of approaching towerless cantilever truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 700 ft (213.36 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 36.978830 -89.147670 US-60 and US-62 Mississippi River Cairo and Birds Point Alexander County, Illinois and Mississippi County, Missouri Illinois and Missouri United States Metal Warren Rivet-Connected Through Truss Fixed 22 Cantilever 7 Metal Stringer (Multi-Beam) Fixed 0 34 1929 2011 American Bridge Company of New York, New York Waddell and Hardesty of New York, New York 9 8 700 213.36 5181.7 1579.38 20 6.1 https://historicbridges.org/illinois/cairomississippiriver/little_cairomississippiriver4473_small.jpg https://historicbridges.org/illinois/cairomississippiriver/little_cairomississippiriver4473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairomississippiriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.978830,-89.147670
4716 ! Cairo Ohio River Bridge Designed by a noted engineering firm, this large cantilever truss bridge is noted for its multiple tower configuration. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Modjeski and Masters. 36.993670 -89.145980 US-60, US-62, and US-51 Ohio River Cairo Alexander County, Illinois and Ballard County, Kentucky Illinois and Kentucky United States Metal Warren Rivet-Connected Through Truss Fixed 22 Cantilever 5 Metal Warren Rivet-Connected Deck Truss Fixed 10 27 1937 1979 Mount Vernon Bridge Company of Mount Vernon, Ohio Modjeski and Masters 9 8 800 243.84 5865.4 1787.77 20 6.1 https://historicbridges.org/illinois/cairoohioriver/little_addcairoohio_9830_1_2vib_small.jpg https://historicbridges.org/illinois/cairoohioriver/little_cairoohioriver4633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairoohioriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.993670,-89.145980
4721 Black River Bridge Posey County Bridge 53 This truss bridge has an unusual subdivided center panel and strangely lists the name of the river it crosses on the portal. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 38.176770 -87.918190 Griffin Road Black River Rural Posey County, Indiana Indiana United States Metal Camelback Pin-Connected Through Truss Fixed 10 1 Metal Through Girder Fixed 0 2 1892 0 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 7 8 165 50.29 242 73.76 16.7 5.09 https://historicbridges.org/indiana/blackriverbridge/little_blackriverbridge2642_small.jpg https://historicbridges.org/indiana/blackriverbridge/little_blackriverbridge2642.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/blackriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.176770,-87.918190
4722 Gale Bridge This bridge with its combination of truss types and curved roadway is one of the few historic truss bridges in Illinois to be rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 172.3 ft (52.52 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. 37.247910 -89.448540 Old IL-3 Sexton Creek Rural Alexander County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Pratt Rivet-Connected Pony Truss Fixed 5 2 1933 2012 Unknown Illinois Division of Highways 6 6 172.3 52.52 338 103.02 22.6 6.89 https://historicbridges.org/illinois/galebridge/little_addgale_0776_small.jpg https://historicbridges.org/illinois/galebridge/little_addgale_0776.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.247910,-89.448540
4727 Twin Bridges (Northbound Bridge) Bi-State Vietnam Gold Star Twin Bridges / John James Audubon Bridge Designed by a noted engineering firm, this is an increasingly rare example of a landmark riveted cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 720 ft (219.46 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri and Rieth-Riley Construction Company of Goshen, Indian. The bridge was primarily designed by Modjeski and Masters. 37.904980 -87.550420 US-41 Ohio River Near Evansville Henderson County, Kentucky and Vanderburgh County, Indiana Indiana and Kentucky United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 4 Metal Warren Rivet-Connected Deck Truss Fixed 10 43 1932 1983 Kansas City Bridge Company of Kansas City, Missouri and Rieth-Riley Construction Company of Goshen, Indian Modjeski and Masters 8 8 720 219.46 5395.3 1644.49 30 9.14 https://historicbridges.org/indiana/evansville/main_small.jpg https://historicbridges.org/indiana/evansville/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/evansville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.904980,-87.550420
4728 Thebes Bridge This bridge is one of the most significant early large-scale cantilever truss bridges in the United States. The technical description of the main or most noteworthy span of the bridge is a 671 ft (204.52 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski and Alfred Noble. 37.216580 -89.466820 Railroad (Union Pacific) Mississippi River Thebes Alexander County, Illinois and Scott County, Missouri Illinois and Missouri United States Metal Baltimore Pin-Connected Through Truss Fixed 22 Cantilever 5 Concrete Closed Spandrel Deck Arch Fixed 0 12 1905 0 American Bridge Company of New York, New York Ralph Modjeski and Alfred Noble 10 10 671 204.52 3817 1163.42 0 0 https://historicbridges.org/illinois/thebes/little_addthebes_0386_small.jpg https://historicbridges.org/illinois/thebes/little_addthebes_0386.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/thebes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.216580,-89.466820
4731 MO-21 Meramec River Bridge Tesson Ferry Road Bridge This was the first bridge in the United States of this unusual continuous tied arch design. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal continuous (arch and suspended deck) tied Braced Ribbed through arch, fixed. The bridge was primarily built by Stupp Brothers Bridge and Iron Company of St. Louis, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 38.462950 -90.414800 Tesson Ferry Road (MO-21) Meramec River Concord Jefferson County, Missouri and St. Louis County, Missouri Missouri United States Metal Braced Ribbed Tied Through Arch Fixed 11 Continuous (Arch and Suspended Deck) 3 0 0 1940 2009 Stupp Brothers Bridge and Iron Company of St. Louis, Missouri Missouri State Highway Commission 8 9 264 80.47 648 197.51 46.3 14.11 https://historicbridges.org/missouri/mo21meramec/little_mo21meramec4970_small.jpg https://historicbridges.org/missouri/mo21meramec/little_mo21meramec4970.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo21meramec/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.462950,-90.414800
4732 ! US-66 Meramec River Bridge Times Beach Bridge Abandoned and at risk for demolition, this impressive bridge compose of plate girder and truss spans is additionally significant for its association for historic Route 66. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Frazier-Davis Construction Company of St. Louis, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 38.505620 -90.592030 Historic US-66 (Old Alignment) Meramec River Times Beach St. Louis County, Missouri Missouri United States Metal Warren Rivet-Connected Deck Truss Fixed 12 3 Metal Deck Girder Fixed 0 9 1931 0 Frazier-Davis Construction Company of St. Louis, Missouri Missouri State Highway Commission 6 8 132 40.23 1009 307.54 30 9.14 https://historicbridges.org/missouri/us66meramec/little_us66meramec5107_small.jpg https://historicbridges.org/missouri/us66meramec/little_us66meramec5125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/us66meramec/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505620,-90.592030
4739 Meadowlily Road Bridge London's most secluded truss bridge, this bridge was in poor condition, but is a beautiful structure and has since been rehabilitated for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 42.972870 -81.187550 Meadowlily Road South Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 10 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 2 1910 2013 Hamilton Bridge Company of Hamilton, Ontario 8 8 0 0 285 86.87 18 5.49 https://historicbridges.org/ontario/meadowlily/main_small.jpg https://historicbridges.org/ontario/meadowlily/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/meadowlily/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.972870,-81.187550
4740 L Blackfriars Street Bridge Among the rarest and oldest bridges in Canada is this breathtaking iron bowstring truss which is the longest span of its kind remaining in all of North America! The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.989010 -81.257230 Blackfriars Street North Branch Thames River London Middlesex County, Ontario Ontario Canada Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 16 1 0 0 1875 2018 Wrought Iron Bridge Company of Canton, Ohio 10 10 225 68.58 225 68.58 0 0 https://historicbridges.org/truss/blackfriars/little_p1550371_small.jpg https://historicbridges.org/truss/blackfriars/little_p1550371.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/blackfriars/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.989010,-81.257230
4741 Water Street Bridge Located in historic St. Marys is this heritage truss bridge, adding much beauty and history to a unique town. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Stratford Bridge Company of Stratford, Ontario. 43.260490 -81.143720 Water Street Trout Creek St. Marys Perth County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1898 2016 Stratford Bridge Company of Stratford, Ontario 7 7 100 30.48 100 30.48 0 0 https://historicbridges.org/ontario/stmarys/little_p2300628_small.jpg https://historicbridges.org/ontario/stmarys/little_p2300628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.260490,-81.143720
4742 Church Street Bridge This is a beautiful, restored 1880s two-span stone arch bridge that fits right into St. Marys, a town filled with historic stone buildings. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by James Clyde and James Elliot. 43.261010 -81.141020 Church Street Trout Creek St. Marys Perth County, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 2 0 0 1884 1979 James Clyde and James Elliot 7 7 0 0 105 32 0 0 https://historicbridges.org/ontario/stmarys2/little_p2300696_7_8_tonemappedv_small.jpg https://historicbridges.org/ontario/stmarys2/little_p2300696_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarys2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.261010,-81.141020
4744 Strathroy Victoria Park Bridge Fabricated with British steel, this appears to be a vintage example of a Bailey truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 42.959180 -81.626820 Pedestrian Walkway Sydenham River Strathroy Middlesex County, Ontario Ontario Canada Metal Bailey Double-Truss, Single-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 6 7 0 0 80 24.38 0 0 https://historicbridges.org/ontario/strathroyvictoria/little_p2300419_small.jpg https://historicbridges.org/ontario/strathroyvictoria/little_p2300419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/strathroyvictoria/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.959180,-81.626820
4745 Trout Creek Railway Bridge London Bridge This is one of two similar high level early 20th Century deck plate girder bridges resting on 1850s stone substructures in St. Marys. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.262206 -81.136706 Railroad (Via Rail, Canadian National) Trout Creek, Timms Lane, and Widder Street St. Marys Perth County, Ontario Ontario Canada Metal Deck Girder Fixed 0 12 0 0 0 0 Unknown 5 6 0 0 805 245.36 0 0 https://historicbridges.org/ontario/stmarysrail/little_p2300620_small.jpg https://historicbridges.org/ontario/stmarysrail/little_p2300620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stmarysrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.262206,-81.136706
4746 13 Mile Road Private Bridge Highbury Avenue Private Bridge This is a privately owned riveted truss bridge on some farmland. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected pony truss, fixed. The bridge was primarily built by Unknown. 43.137230 -81.269850 Private Trail Unnamed Creek Rural Middlesex County, Ontario Ontario Canada Metal Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/13mileprivate/main_small.jpg https://historicbridges.org/ontario/13mileprivate/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/13mileprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137230,-81.269850
4751 Ashmun Street Bridge One of the most beautiful and rarest bridges in Michigan, this unique, massive trussed steel arch bridge provides an impressive clear span over the canal. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Fry and Cain. The bridge was primarily designed by Michigan State Highway Department. 46.495200 -84.349640 Ashmun Street (I-75 BS) Power Canal Sault Ste Marie Chippewa County, Michigan Michigan United States Metal Braced Ribbed Two-Hinged Through Arch Fixed 0 1 0 0 1935 1998 Fry and Cain Michigan State Highway Department 8 9 257 78.33 257 78.33 42 12.8 https://historicbridges.org/other/ashmun/little_ashmunstreetbridge0620_small.jpg https://historicbridges.org/other/ashmun/little_ashmunstreetbridge0620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/ashmun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.495200,-84.349640
4752 Umatilla Bridge This distinctive bridge is noted for its unusual span arrangement which is more extensive than most cantilever truss bridges. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Tudor Engineering Company of San Francisco, California. 45.931470 -119.328710 I-82 (Eastbound) and US-295 Columbia River Umatilla Umatilla County, Oregon and Benton County, Washington Oregon and Washington United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 5 Metal Pin and Hanger Deck Girder Fixed 0 15 1955 1990 American Bridge Company of New York, New York Tudor Engineering Company of San Francisco, California 7 7 600 182.88 3380 1030.22 27.6 8.41 https://historicbridges.org/washington/umatilla/little_umatilla6764_small.jpg https://historicbridges.org/washington/umatilla/little_umatilla6764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/umatilla/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.931470,-119.328710
4753 Cowley Bridge Kelso Bridge Not only is this the only iron bowstring in the state, it is one of the longest bowstring spans in North America, and the longest known of its builder. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 35.138180 -86.468370 West Stevens Creek Road Elk River Rural Lincoln County, Tennessee Tennessee United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 11 1 0 0 1878 0 King Bridge Company of Cleveland, Ohio 10 10 170 51.82 171 52.12 13.8 4.21 https://historicbridges.org/tennessee/cowleybridge/little_cowleybridge07644_small.jpg https://historicbridges.org/tennessee/cowleybridge/little_cowleybridge07644.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/cowleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.138180,-86.468370
4754 Great Falls Road Bridge Collins River Bridge This bridge is noted for its variety of spans, and most importantly for its reused 1880s Parker truss of extremely unusual design. The technical description of the main or most noteworthy span of the bridge is a 246 ft (74.98 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio and Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Eugene F. Falconnet. 35.799810 -85.620110 Great Falls Road (TN-287), Collins River Rural Warren County, Tennessee Tennessee United States Metal Parker Pin-Connected Through Truss Fixed 13 1 Metal Parker Rivet-Connected Through Truss Fixed 10 6 1889 1924 Mount Vernon Bridge Company of Mount Vernon, Ohio and Nashville Bridge Company of Nashville, Tennessee Eugene F. Falconnet 8 9 246 74.98 655 199.64 15 4.57 https://historicbridges.org/tennessee/greatfallsroadbridge/little_greatfallsroadbridge06903_small.jpg https://historicbridges.org/tennessee/greatfallsroadbridge/little_greatfallsroadbridge06903.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/greatfallsroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.799810,-85.620110
4755 Trammell Bridge This was the first long-span truss bridge in Florida, and is also an early example nationwide of the arch cantilever truss bridge type. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Allied Engineering Corporation. 30.437260 -85.000880 FL-20 (Blountstown Highway) Apalachicola River Near Blountstown and Near Bristol Calhoun County, Florida and Liberty County, Florida Florida United States Metal Warren Rivet-Connected Through Truss Fixed 10 Cantilever (Arched) 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 200 1938 1998 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Allied Engineering Corporation 8 9 280 85.34 8397.4 2559.53 24 7.32 https://historicbridges.org/florida/trammellbridge/little_trammellbridge00296_7_8_tonemappedv_small.jpg https://historicbridges.org/florida/trammellbridge/little_trammellbridge00296_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/trammellbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.437260,-85.000880
4756 Hal W. Adams Bridge Mayo Bridge This unusual, relatively short-span suspension bridge is the only suspension bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by L.J. and W.J. Cobb Construction Company of Tampa, Florida and Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Florida State Road Department. 30.099220 -83.171780 FL-51 (Irvin Avenue) Suwannee River Rural (Near Mayo) Lafayette County, Florida and Suwannee County, Florida Florida United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Concrete T-Beam Fixed 0 8 1947 0 L.J. and W.J. Cobb Construction Company of Tampa, Florida and Nashville Bridge Company of Nashville, Tennessee Florida State Road Department 7 8 420 128.02 687 209.4 26 7.92 https://historicbridges.org/florida/halwadams/little_halwadams00741_small.jpg https://historicbridges.org/florida/halwadams/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/halwadams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.099220,-83.171780
4758 Kenova Railroad Bridge As impressive as this massive bridge is, the story of how it was constructed is even more impressive. The technical description of the main or most noteworthy span of the bridge is a 520.9 ft (158.77 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Charles S. Churchill. 38.405760 -82.573150 Railroad (Norfolk Southern) Ohio River and Various Streets and Railroad South Point and Kenova Wayne County, West Virginia and Lawrence County, Ohio Ohio and West Virginia United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 16 1 Metal Baltimore Rivet-Connected Through Truss Fixed 10 0 1913 0 American Bridge Company of New York, New York Charles S. Churchill 8 9 520.9 158.77 4000 1219.2 24 7.32 https://historicbridges.org/wvirginia/kenova/little_100canon1538_small.jpg https://historicbridges.org/wvirginia/kenova/little_100canon1538.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kenova/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.405760,-82.573150
4759 12th Street Bridge Ben M. Williamson Sr. Bridge This large cantilever bridge is an impressive structure that appears to be well maintained. The technical description of the main or most noteworthy span of the bridge is a 738.7 ft (225.16 m) metal cantilever rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 38.484610 -82.640870 12th Street Ohio River Coal Grove and Ashland Boyd County, Kentucky and Lawrence County, Ohio Kentucky and Ohio United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 0 Cantilever 3 Metal Warren (No Verticals) Rivet-Connected Through Truss Fixed 0 12 1930 1993 Unknown John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 8 8 738.7 225.16 2278 694.33 22 6.71 https://historicbridges.org/ohio/12th/little_12thstreet4177_small.jpg https://historicbridges.org/ohio/12th/little_12thstreet4177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/12th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.484610,-82.640870
4761 Riegelsville Bridge This multi-suspension-span bridge is a remarkable structure that is truly unique. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. 40.594240 -75.190770 Delaware Road Delaware River Riegelsville Warren County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1904 2010 John A. Roebling Sons Company of Trenton, New Jersey 8 8 200 60.96 577 175.87 15.7 4.79 https://historicbridges.org/newjersey/riegelsville/little_pict5260_small.jpg https://historicbridges.org/newjersey/riegelsville/little_pict5260.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/riegelsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594240,-75.190770
4762 Roebling Bridge Covington and Cincinnati Suspension Bridge One of the most historically significant suspension bridges in the country, this 1866 wonder was built by John Roebling! The technical description of the main or most noteworthy span of the bridge is a 1056.8 ft (322.11 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by John A. Roebling. 39.092900 -84.509880 Multiple Roads/Routes Ohio River Cincinnati and Covington Hamilton County, Ohio and Kenton County, Kentucky Ohio and Kentucky United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 3 0 16 1866 1899 John A. Roebling Sons Company of Trenton, New Jersey John A. Roebling 10 10 1056.8 322.11 2161.5 658.83 25 7.62 https://historicbridges.org/ohio/roebling/bkg_ohio0166_small.jpg https://historicbridges.org/ohio/roebling/ohio0773.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/roebling/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.092900,-84.509880
4764 Androscoggin Swinging Bridge Brunswick-Topsham Swinging Bridge This suspension foot bridge has been altered many times since it was built. The technical description of the main or most noteworthy span of the bridge is a 332 ft (101.19 m) metal wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. 43.917790 -69.972840 Pedestrian Walkway Androscoggin River Brunswick and Topsham Cumberland County, Maine Maine United States Metal Wire Cable Suspension Fixed 0 1 0 0 1892 2006 John A. Roebling Sons Company of Trenton, New Jersey 6 6 332 101.19 0 0 6 1.83 https://historicbridges.org/maine/androscogginswinging/little_androscogginswingingbridge037_small.jpg https://historicbridges.org/maine/androscogginswinging/little_androscogginswingingbridge037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/androscogginswinging/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.917790,-69.972840
4768 Beaty Bridge One of the oldest truss bridges in Florida, this bridge displays the distinctive and extremely unusual details of its builder. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia. 30.616070 -83.079720 Swilley Road (9th Drive) Alapahoochee River Rural Hamilton County, Florida Florida United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1911 0 Roanoke Bridge Company of Roanoke, Virginia 7 8 0 0 0 0 0 0 https://historicbridges.org/florida/beatybridge/little_beatybridge01373_small.jpg https://historicbridges.org/florida/beatybridge/little_beatybridge01373.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/beatybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.616070,-83.079720
4769 Hillman Bridge Ellaville Bridge This truss bridge with a long concrete approach system was bypassed and abandoned, but left open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by R. H. H. Blackwell Company of East Aurora, New York. 30.384670 -83.174640 US-90 (Abandoned Alignment) Suwannee River Ellaville Madison County, Florida and Suwannee County, Florida Florida United States Metal Pratt Rivet-Connected Through Truss Fixed 7 3 Concrete T-Beam Fixed 0 26 1926 0 R. H. H. Blackwell Company of East Aurora, New York 5 7 123 37.49 916 279.2 0 0 https://historicbridges.org/florida/ellaville/little_ellaville00995_small.jpg https://historicbridges.org/florida/ellaville/little_ellaville01088_89_90_tonemappeds.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ellaville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.384670,-83.174640
4770 Ellaville Railroad Bridge A traditional riveted plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 30.385050 -83.172340 Railroad (Seaboard Coast Line) Suwannee River Ellaville Madison County, Florida and Suwannee County, Florida Florida United States Metal Through Girder Fixed 7 4 0 0 0 0 Unknown 3 3 80 24.38 1093 333.15 0 0 https://historicbridges.org/florida/ellavillerailroad/little_ellavillerailroad00956_small.jpg https://historicbridges.org/florida/ellavillerailroad/little_ellavillerailroad00956.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ellavillerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.385050,-83.172340
4771 Suwannee Springs Bridge This truss bridge with a long concrete approach system was bypassed and abandoned, but left open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 30.395420 -82.935880 US-129 (Abandoned Alignment, 93rd Drive) Suwannee River Suwannee Springs Suwannee County, Florida and Hamilton County, Florida Florida United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Concrete T-Beam Fixed 0 0 1931 0 Austin Bridge Company of Dallas, Texas 5 7 160 48.77 0 0 0 0 https://historicbridges.org/florida/oldus129/little_oldus12900632_3_4_tonemappedv_small.jpg https://historicbridges.org/florida/oldus129/little_oldus12900632_3_4_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/oldus129/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.395420,-82.935880
4773 ! Houlihan Bridge James P. Houlihan Bridge This bridge has take a beating from trucks over the years, but remains a rare example of a highway truss swing bridge in Georgia. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Pratt through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 32.165370 -81.155810 GA-25 (Coastal Highway) Savannah River Port Wentworth Chatham County, Georgia Georgia United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 Concrete T-Beam Fixed 0 49 1954 1998 American Bridge Company of New York, New York 6 7 240 73.15 1465 446.53 28 8.53 https://historicbridges.org/georgia/houlihanbridge/little_houlihanbridge04729_small.jpg https://historicbridges.org/georgia/houlihanbridge/little_houlihanbridge04729.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/houlihanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.165370,-81.155810
4774 Paces Ferry Road Bridge Hermi's Bridge The only known documented example of a surviving bridge by the Cotton States Bridge Company, this bridge has been bypassed and preserved. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Cotton States Bridge Company of Atlanta Georgia. 33.858920 -84.454500 Paces Ferry Road (Abandoned Alignment) Chattahoochee River Atlanta Fulton County, Georgia and Cobb County, Georgia Georgia United States Metal Pratt Pin-Connected Through Truss Fixed 0 2 0 0 1903 2010 Cotton States Bridge Company of Atlanta Georgia 7 8 140 42.67 370 112.78 0 0 https://historicbridges.org/georgia/pacesferryroadbridge/little_pacesferryroadbridge00032_small.jpg https://historicbridges.org/georgia/pacesferryroadbridge/little_pacesferryroadbridge00032.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/pacesferryroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.858920,-84.454500
4775 CSX Chattahoochee River Bridge Seaboard Air Line Bridge This railroad bridge with its pin-connected truss and riveted plate girder spans remains in use by trains today. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 33.825830 -84.456160 Railroad (CSX) Chattahoochee River Atlanta Fulton County, Georgia and Cobb County, Georgia Georgia United States Metal Pratt Pin-Connected Deck Truss Fixed 6 2 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 135 41.15 940 286.51 0 0 https://historicbridges.org/georgia/seaboardairline/little_seaboardairline00006_7_8_fused_small.jpg https://historicbridges.org/georgia/seaboardairline/little_seaboardairline00006_7_8_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/seaboardairline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.825830,-84.456160
4792 Newnan Street Bridge Hubbard Street Bridge This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.333410 -81.653350 Newnan Street (Hubbard Street) Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Slab Fixed 0 1 0 0 1929 2017 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 25 7.62 25 7.62 40 12.19 https://historicbridges.org/florida/hogan_newnanstreet/little_hogan_hubbardstreet03042_small.jpg https://historicbridges.org/florida/hogan_newnanstreet/little_hogan_hubbardstreet03042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_newnanstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.333410,-81.653350
4793 Market Street Bridge This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 24.3 ft (7.41 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.333150 -81.652180 Market Street Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Slab Fixed 0 1 0 0 1929 0 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 24.3 7.41 24.3 7.41 40 12.19 https://historicbridges.org/florida/hogan_marketstreet/little_hogan_marketstreet02946_small.jpg https://historicbridges.org/florida/hogan_marketstreet/little_hogan_marketstreet02946.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_marketstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.333150,-81.652180
4794 Main Street Bridge This is the centerpiece bridge of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.334080 -81.655670 Main Street (US-1 and US-17) Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Slab Fixed 0 1 0 0 1929 0 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 0 0 0 0 0 0 https://historicbridges.org/florida/hogan_mainstreet/little_hogan_mainstreet02953_small.jpg https://historicbridges.org/florida/hogan_mainstreet/little_hogan_mainstreet02953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_mainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.334080,-81.655670
4795 Liberty Street Bridge (Decorative Facing) Originally one of a series of bridges over Hogan's Creek, this one was replaced, but the ornamental facing and railing was retained. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.332520 -81.650760 Liberty Street Hogan's Creek Jacksonville Duval County, Florida Florida United States Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 1 0 0 1929 1990 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 1 1 88 26.82 88 26.82 50 15.24 https://historicbridges.org/florida/hogan_libertystreet/little_hogan_libertystreet03019_small.jpg https://historicbridges.org/florida/hogan_libertystreet/little_hogan_libertystreet03019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_libertystreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.332520,-81.650760
4796 Laura Street Bridge This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.335780 -81.656790 Laura Street Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Slab Fixed 0 1 0 0 1929 0 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 19 5.79 38 11.58 45 13.72 https://historicbridges.org/florida/hogan_laurastreet/little_hogan_laurastreet03027_small.jpg https://historicbridges.org/florida/hogan_laurastreet/little_hogan_laurastreet03027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_laurastreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.335780,-81.656790
4797 Henry J. Klutho Park Bridge South Julia Street Bridge This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete slab, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.338100 -81.658650 Pedestrian Walkway (Former Julia Street) Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Slab Fixed 0 1 0 0 1929 0 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 22 6.71 0 0 58 17.68 https://historicbridges.org/florida/hogan_henryjkluthoparksouth/little_hogan_henryjkluthoparksouth03064_small.jpg https://historicbridges.org/florida/hogan_henryjkluthoparksouth/little_hogan_henryjkluthoparksouth03064.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_henryjkluthoparksouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.338100,-81.658650
4798 Henry J. Klutho Park Bridge North This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.342460 -81.662300 Pedestrian Walkway Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 20 6.1 35 10.67 0 0 https://historicbridges.org/florida/hogan_henryjkluthoparknorth/little_hogan_henryjkluthoparknorth03097_small.jpg https://historicbridges.org/florida/hogan_henryjkluthoparknorth/little_hogan_henryjkluthoparknorth03097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_henryjkluthoparknorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.342460,-81.662300
4799 Confederate Park Bridge Ocean Street Bridge This is one of a series of attractive bridges constructed under the direction of a noted architect as part of an improvement of Hogan's Creek. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Robert G. Lassiter and Company. The bridge was primarily designed by Henry J. Klutho and Charles V. Imeson. 30.333860 -81.654460 Pedestrian Walkway (Ocean Street) Hogan's Creek Jacksonville Duval County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Robert G. Lassiter and Company Henry J. Klutho and Charles V. Imeson 3 3 0 0 0 0 0 0 https://historicbridges.org/florida/hogan_oceanstreetconfederatepark/little_hogan_oceanstreetconfederatepark02912_small.jpg https://historicbridges.org/florida/hogan_oceanstreetconfederatepark/little_hogan_oceanstreetconfederatepark02912.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hogan_oceanstreetconfederatepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.333860,-81.654460
4802 Lanier Bridge One of a number of original bridges built to accommodate the reservoirs created by the construction of Buford Dam. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 34.322430 -83.879970 Dawsonville Highway (GA-53 Westbound) Lake Lanier (Chattahoochee River) Gainesville Hall County, Georgia Georgia United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Continuous 5 Metal Stringer (Multi-Beam) Fixed 0 3 1956 1992 Unknown 6 8 260 79.25 1216 370.64 25.6 7.8 https://historicbridges.org/georgia/lakelanierbridge/little_lakelanierbridge05178b_small.jpg https://historicbridges.org/georgia/lakelanierbridge/little_lakelanierbridge05178b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/lakelanierbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.322430,-83.879970
4803 Longstreet Bridge General James Longstreet Memorial Bridge This unusual continuous plate girder with its distinctive arched girders won an award from the American Institute of Steel Construction for beauty. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Patchen and Zimmerman of Augusta Georgia. 34.348510 -83.822790 Cleveland Highway (US-129 and GA-11) Lake Lanier (Chattahoochee River) Gainesville Hall County, Georgia Georgia United States Metal Variable Depth Deck Girder Fixed 12 Continuous 6 0 0 1957 0 American Bridge Company of New York, New York Patchen and Zimmerman of Augusta Georgia 5 7 153 46.63 824 251.16 25.6 7.8 https://historicbridges.org/georgia/longstreetbridge/little_longstreetbridge05168_69_70_tonemappedv_small.jpg https://historicbridges.org/georgia/longstreetbridge/little_longstreetbridge05168_69_70_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/longstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.348510,-83.822790
4805 Settles Bridge Even though this bridge is located in a National Recreation Area, this beautiful bridge has been abandoned and allowed to deteriorate. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.098400 -84.110020 Settles Bridge Road (Abandoned) Chattahoochee River Suwanee Forsyth County, Georgia and Gwinnett County, Georgia Georgia United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 7 7 175 53.34 0 0 0 0 https://historicbridges.org/georgia/settlesbridge/little_settlesbridge05019_small.jpg https://historicbridges.org/georgia/settlesbridge/little_settlesbridge05019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/settlesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.098400,-84.110020
4808 Savannah Footbridge East One of three unique historic European-style lattice girder foot bridges in Savannah, this one is noted for what appears to be cast iron floor beams. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 32.080600 -81.089020 Pedestrian Walkway River Street Access (Abercorn Ramp) Savannah Chatham County, Georgia Georgia United States Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/georgia/savannahfootbridgeeast/little_savannahfootbridgeeast04332_small.jpg https://historicbridges.org/georgia/savannahfootbridgeeast/little_savannahfootbridgeeast04332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/savannahfootbridgeeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.080600,-81.089020
4809 Savannah Footbridge Middle One of three unique historic European-style lattice girder foot bridges in Savannah, this one is noted for a lack of alteration. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 32.081140 -81.090650 Pedestrian Walkway Drayton Ramp Savannah Chatham County, Georgia Georgia United States Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/georgia/savannahfootbridgemiddle/little_savannahfootbridgemiddle04275_small.jpg https://historicbridges.org/georgia/savannahfootbridgemiddle/little_savannahfootbridgemiddle04275.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/savannahfootbridgemiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.081140,-81.090650
4811 Savannah Footbridge West One of three unique historic European-style lattice girder foot bridges in Savannah, this one is noted for its deck girders and ornamentation. The technical description of the main or most noteworthy span of the bridge is a metal Lattice deck girder, fixed. The bridge was primarily built by Unknown. 32.081200 -81.090810 Pedestrian Walkway Drayton Ramp Savannah Chatham County, Georgia Georgia United States Metal Lattice Deck Girder Fixed 0 1 0 0 0 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/georgia/savannahfootbridgewest/little_savannahfootbridgewest04204_small.jpg https://historicbridges.org/georgia/savannahfootbridgewest/little_savannahfootbridgewest04204.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/savannahfootbridgewest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.081200,-81.090810
4812 Simon Kenton Memorial Bridge Maysville - Aberdeen Bridge This beautiful bridge and work of famous engineers Modjeski and Masters is also one of the few surviving suspension bridges on the Ohio River The technical description of the main or most noteworthy span of the bridge is a 1060 ft (323.09 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by Modjeski and Masters. 38.650170 -83.759540 Business US-62 and US-68 Ohio River and Various Streets Maysville and Aberdeen Mason County, Kentucky and Brown County, Ohio Kentucky and Ohio United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Deck Truss Fixed 0 12 1931 2003 John A. Roebling Sons Company of Trenton, New Jersey Modjeski and Masters 8 9 1060 323.09 2866.3 873.65 20 6.1 https://historicbridges.org/kentucky/maysville/little_maysville2211_small.jpg https://historicbridges.org/kentucky/maysville/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/maysville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.650170,-83.759540
4813 Market Street Bridge Chief John Ross Bridge One of the largest bascule bridges ever constructed, this is also a rare movable arch bridge. The technical description of the main or most noteworthy span of the bridge is a 358.8 ft (109.36 m) metal three-hinged Braced Ribbed through arch, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois and John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 35.058460 -85.309320 Market Street (US-27) Tennessee River Chattanooga Hamilton County, Tennessee Tennessee United States Metal Braced Ribbed Three-Hinged Through Arch Movable: Double Leaf Bascule Rolling Lift 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 16 1917 2006 Toledo Bridge and Crane Company of Toledo, Ohio Scherzer Rolling Lift Bridge Company of Chicago, Illinois and John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 9 9 358.8 109.36 1895 577.6 36 10.97 https://historicbridges.org/tennessee/market/little_marketstreetbridge06404_small.jpg https://historicbridges.org/tennessee/market/little_marketstreetbridge06404.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/market/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.058460,-85.309320
4814 ! Frank J. Wood Bridge Green Bridge With a relatively long central span and an unusual design that is skewed at one pier only, this bridge is also extremely busy. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 43.920910 -69.965870 US-201 (Main Street) Androscoggin River Brunswick and Topsham Cumberland County, Maine Maine United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 3 0 0 1932 0 Boston Bridge Works of Boston, Massachusetts 6 7 310 94.49 815 248.41 30 9.14 https://historicbridges.org/maine/brunswick/little_p1480959_small.jpg https://historicbridges.org/maine/brunswick/little_p1480959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/brunswick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.920910,-69.965870
4815 Walnut Street Bridge One of the most signficant landmark bridges in the country is this awe-inspiring bridge with ornate details. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. The bridge was primarily designed by Edwin Thacher. 35.058200 -85.307280 Walnut Street Tennessee River Chattanooga Hamilton County, Tennessee Tennessee United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 6 Metal Stringer (Multi-Beam) Fixed 0 0 1891 1993 Smith Bridge Company of Toledo, Ohio Edwin Thacher 9 9 320 97.54 2370 722.38 0 0 https://historicbridges.org/tennessee/walnut/little_walnutstreetbridge05681_small.jpg https://historicbridges.org/tennessee/walnut/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/walnut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.058200,-85.307280
4816 Myrtle Avenue Bridge With its unusual railing which was used on a few area bridges, this small t-beam bridge was evaluated as historic. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by T. B. Carrick. 30.325830 -81.677740 Myrtle Avenue McCoy Creek Jacksonville Duval County, Florida Florida United States Concrete T-Beam Fixed 0 1 0 0 1930 0 Unknown T. B. Carrick 2 4 39 11.89 39 11.89 39.7 12.1 https://historicbridges.org/florida/myrtleavenuebridge/little_myrtleavenuebridge01674_small.jpg https://historicbridges.org/florida/myrtleavenuebridge/little_myrtleavenuebridge01674.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/myrtleavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.325830,-81.677740
4817 I-95 Myrtle Avenue Bridge This unusual bridge today squeezed in between other newer bridges is the only steel arch bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 385.5 ft (117.5 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 30.329010 -81.676550 I-95 Railroad (Myrtle Avenue and Railroad) Jacksonville Duval County, Florida Florida United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 16 1955 0 American Bridge Company of New York, New York 6 8 385.5 117.5 1430.5 436.02 79.4 24.2 https://historicbridges.org/florida/i95myrtleavenuebridge/little_i95myrtleavenuebridge02669_small.jpg https://historicbridges.org/florida/i95myrtleavenuebridge/little_i95myrtleavenuebridge02669.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/i95myrtleavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.329010,-81.676550
4818 Mathews Bridge John E. Mathews Bridge This large cantilever truss bridge with an extensive approach approach system is a rare example of its kind in Florida. The technical description of the main or most noteworthy span of the bridge is a 810 ft (246.89 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Reynolds, Smith and Hills of Jacksonville, Florida. 30.327240 -81.624200 Arlington Expressway (FL-10A) St. Johns River Jacksonville Duval County, Florida Florida United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever 6 Metal Deck Girder Fixed 0 59 1953 2007 Bethlehem Steel Company of Bethlehem, Pennsylvania Reynolds, Smith and Hills of Jacksonville, Florida 7 9 810 246.89 7376 2248.2 49 14.94 https://historicbridges.org/florida/mathewsbridge/little_mathewsbridge01774b_small.jpg https://historicbridges.org/florida/mathewsbridge/little_mathewsbridge01774b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/mathewsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.327240,-81.624200
4819 Hart Bridge Isaiah David Hart Bridge / The Green Monster This bridge is a very late example of its type, but is rare in the context of Florida, and also notable as part of area expressway development. The technical description of the main or most noteworthy span of the bridge is a 1088 ft (331.62 m) metal continuous (arch and suspended deck) bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 30.315560 -81.627650 US-1 Alternate (FL-228, Commodore Point Expressway) St. Johns River Jacksonville Duval County, Florida Florida United States Metal Modified Warren (Subdivided) Bolt-Connected Through Truss Fixed 0 Continuous (Arch and Suspended Deck) 3 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 14 1967 0 Allied Structural Steel Company of Chicago, Illinois Sverdrup and Parcel of St. Louis, Missouri 6 7 1088 331.62 3844.3 1171.74 55.4 16.89 https://historicbridges.org/florida/hartbridge/little_hartbridge03140_small.jpg https://historicbridges.org/florida/hartbridge/little_hartbridge03140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hartbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.315560,-81.627650
4821 Central of Georgia 1853 Viaduct This is the older of two rare brick arch bridges, and is also significant as a surviving bridge pre-dating the Civil War. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 32.077290 -81.103610 Railroad (Abandoned Central of Georgia) Savannah – Ogeechee Barge Canal and West Boundary Street Savannah Chatham County, Georgia Georgia United States Brick Elliptical Deck Arch Fixed 0 4 0 0 1853 0 Unknown 8 9 30 9.14 200 60.96 37.7 11.49 https://historicbridges.org/georgia/cg1853bridge/little_cg1853bridge04567_small.jpg https://historicbridges.org/georgia/cg1853bridge/little_cg1853bridge04567.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/cg1853bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.077290,-81.103610
4823 ! Causton Bluff Bridges Islands Expressway Bridges This pair of bascule bridges are similar in appearance, but not identical, and one has older girders which were moved and reused here. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 32.062160 -81.029880 Islands Expressway Wilmington River Savannah Chatham County, Georgia Georgia United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 12 1963 1989 Unknown 6 7 150 45.72 803.8 245 28 8.53 https://historicbridges.org/georgia/islandsexpressway/little_islandsexpressway04387_8_9_tonemapped_small.jpg https://historicbridges.org/georgia/islandsexpressway/little_islandsexpressway04387_8_9_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/islandsexpressway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.062160,-81.029880
4826 Main Street Bridge John T. Alsop Jr. Bridge Designed with aesthetic appearance in mind, this is the largest vertical lift bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 365 ft (111.25 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 30.323040 -81.658510 Main Street (US-1) St. Johns River Jacksonville Duval County, Florida Florida United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 14 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 9 16 1941 2015 Mount Vernon Bridge Company of Mount Vernon, Ohio 7 8 365 111.25 1680 512.06 42 12.8 https://historicbridges.org/florida/mainstreetbridge/little_mainstreetbridge02251_small.jpg https://historicbridges.org/florida/mainstreetbridge/little_mainstreetbridge02251.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/mainstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.323040,-81.658510
4827 Jacksonville Railroad Bridge FEC Railroad Bridge This is an outstanding example of a Strauss heel-trunnion bascule bridge and also includes a variety of truss and plate girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 30.322260 -81.665280 Railroad (Florida East Coast) St. Johns River Jacksonville Duval County, Florida Florida United States Metal Pratt Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 8 26 1925 2014 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 220 67.06 2456 748.59 0 0 https://historicbridges.org/florida/jacksonvillerailroadbridge/little_jacksonvillerailroadbridge02483_4_5_tonemappedv_small.jpg https://historicbridges.org/florida/jacksonvillerailroadbridge/little_jacksonvillerailroadbridge02483_4_5_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/jacksonvillerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.322260,-81.665280
4828 University Boulevard Bridge This is an early and attractive looking example of a highway overpass that survives in an unaltered condition. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 30.327350 -81.604420 University Boulevard (FL-109) Arlington Expressway (FL-10A) Jacksonville Duval County, Florida Florida United States Concrete T-Beam Fixed 0 4 0 0 1952 0 Unknown 3 5 49 14.94 196 59.74 55.8 17.01 https://historicbridges.org/florida/universityboulevardbridge/main_small.jpg https://historicbridges.org/florida/universityboulevardbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/universityboulevardbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.327350,-81.604420
4829 Old Mulberry Bridge One of the earliest works of the American Bridge Company, this bridge is noted for its unique half-bedstead approach spans. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. Special note about bridge location: This bridge is on property owned by Frito Lay. Approach from the south and ask permission to visit the bridge from someone at the buildings that come up on the left. 35.156470 -86.468760 Quarter Road (Private) Elk River Rural Lincoln County, Tennessee Tennessee United States This bridge is on property owned by Frito Lay. Approach from the south and ask permission to visit the bridge from someone at the buildings that come up on the left. Metal Pennsylvania Pin-Connected Through Truss Fixed 10 1 Metal Pratt Rivet-Connected Bedstead Truss Fixed 4 4 1901 0 American Bridge Company of New York, New York 9 9 170 51.82 0 0 0 0 https://historicbridges.org/tennessee/oldmulberrybridge/little_oldmulberrybridge07283_small.jpg https://historicbridges.org/tennessee/oldmulberrybridge/little_oldmulberrybridge07283.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldmulberrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.156470,-86.468760
4830 Little Norris Creek Bridge This uncommon example of a steel stringer bridge with lattice railings serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This is a private bridge but is visible from the public road. 35.187300 -86.541150 Private Driveway Little Norris Creek Rural Lincoln County, Tennessee Tennessee United States This is a private bridge but is visible from the public road. Metal Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/tennessee/littlenorriscreekbridge/little_littlenorriscreekbridge07543_small.jpg https://historicbridges.org/tennessee/littlenorriscreekbridge/little_littlenorriscreekbridge07543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/littlenorriscreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.187300,-86.541150
4832 Hobbs Bridge This rare pin-connected Baltimore highway truss was bypassed and abandoned, with its approach spans removed. The technical description of the main or most noteworthy span of the bridge is a 199 ft (60.66 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 35.099170 -86.742690 Curtis Road (J. D. Suggs Road) Elk River Rural Lincoln County, Tennessee Tennessee United States Metal Baltimore Pin-Connected Through Truss Fixed 10 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 2 1891 0 Unknown 8 9 199 60.66 303.5 92.51 0 0 https://historicbridges.org/tennessee/hobbsbridge/little_hobbsbridge07586_7_8_tonemappedv_small.jpg https://historicbridges.org/tennessee/hobbsbridge/little_hobbsbridge07586_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/hobbsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.099170,-86.742690
4833 Paint Rock River Railroad Bridge This is a traditional railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 34.625960 -86.306100 Railroad (Norfolk Southern) Paint Rock River Rural Jackson County, Alabama Alabama United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 2 1914 0 Virginia Bridge and Iron Company of Roanoke, Virginia 6 6 148 45.11 300 91.44 0 0 https://historicbridges.org/alabama/nspaintrockriverbridge/little_nspaintrockriverbridge07445_small.jpg https://historicbridges.org/alabama/nspaintrockriverbridge/little_nspaintrockriverbridge07482.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/nspaintrockriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.625960,-86.306100
4834 Mentone Bridge This is small but an attractive looking concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 34.570270 -85.574510 AL-117 West Fork Little River Mentone DeKalb County, Alabama Alabama United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 2 1928 0 Unknown 5 6 100 30.48 127 38.71 20 6.1 https://historicbridges.org/alabama/mentone/little_mentone07496_7_8_tonemapped_small.jpg https://historicbridges.org/alabama/mentone/little_mentone07496_7_8_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/mentone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.570270,-85.574510
4836 Port Credit Railway Bridge This bridge's extremely unusual design gives it a very high level of heritage significance. The technical description of the main or most noteworthy span of the bridge is a 173.3 ft (52.82 m) metal multiple-type-connected Inverted Bowstring deck truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 43.551560 -79.591910 Railroad (Go, Canadian National) Credit River Mississauga Peel Region, Ontario Ontario Canada Metal Inverted Bowstring Multiple-Type-Connected Deck Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 0 1903 0 Canadian Bridge Company of Walkerville, Ontario 9 9 173.3 52.82 269.2 82.05 0 0 https://historicbridges.org/ontario/portcredit/little_day1portcredit11429_small.jpg https://historicbridges.org/ontario/portcredit/little_day1portcredit11429.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portcredit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.551560,-79.591910
4837 Buffalo Valley Railway Bridge Tennessee Central Caney Fork River Bridge The swing span of this bridge was replaced in 1907, but the original approach spans from an earlier year remain. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown and Virginia Bridge and Iron Company of Roanoke, Virginia. 36.137750 -85.803120 Railroad (Nashville and Eastern) Caney Fork River Buffalo Valley Smith County, Tennessee and Putnam County, Tennessee Tennessee United States Metal Warren Rivet-Connected Through Truss Fixed 6 2 Metal Pratt Pin-Connected Through Truss Fixed 7 3 0 1907 Unknown and Virginia Bridge and Iron Company of Roanoke, Virginia 7 8 150 45.72 640 195.07 0 0 https://historicbridges.org/tennessee/buffalovalley/main_small.jpg https://historicbridges.org/tennessee/buffalovalley/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/buffalovalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.137750,-85.803120
4840 Barren Fork River Railroad Bridge This is an uncommon example of a multi-span railroad pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 35.674970 -85.777170 Railroad (Caney Fork and Western) Barren Fork River McMinnville Warren County, Tennessee Tennessee United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 9 2 Metal Deck Girder Fixed 0 2 0 0 Unknown 7 7 120 36.58 380 115.82 0 0 https://historicbridges.org/tennessee/barrenforkbridge/little_barrenforkbridge07182_small.jpg https://historicbridges.org/tennessee/barrenforkbridge/little_barrenforkbridge07153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/barrenforkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.674970,-85.777170
4842 Rock Island Railroad Bridge This bridge is very old, has rare pin-connected Warren truss spans, and even more rare Kingpost approach spans! The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Louisville Bridge and Iron Company of Louisville, Kentucky. 35.804170 -85.608680 Railroad (Caney Fork and Western) Caney Fork River Rock Island Warren County, Tennessee and White County, Tennessee Tennessee United States Metal Warren Pin-Connected Deck Truss Fixed 7 4 Metal Kingpost Pin-Connected Deck Truss Fixed 2 0 1872 1922 Louisville Bridge and Iron Company of Louisville, Kentucky 9 10 210 64.01 0 0 0 0 https://historicbridges.org/tennessee/rockislandrailroadbridge/little_rockislandrailroadbridge06264_small.jpg https://historicbridges.org/tennessee/rockislandrailroadbridge/little_rockislandrailroadbridge06264.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/rockislandrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.804170,-85.608680
4843 Bonny Oaks Drive Bridge An increasingly rare example of an unusual truss design which is a hybrid of a Parker and K-truss. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Tennessee State Highway Department. 35.080240 -85.218310 Bonny Oaks Drive (TN-17) Chickamauga Creek Chattanooga Hamilton County, Tennessee Tennessee United States Metal K-Parker Rivet-Connected Through Truss Fixed 8 1 Concrete T-Beam Fixed 0 6 1929 0 Unknown Tennessee State Highway Department 7 7 162 49.38 420 128.02 40 12.19 https://historicbridges.org/tennessee/bonnyoaksdrivebridge/little_bonnyoaksdrivebridge07027_small.jpg https://historicbridges.org/tennessee/bonnyoaksdrivebridge/little_bonnyoaksdrivebridge07027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/bonnyoaksdrivebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.080240,-85.218310
4844 Wilkes T. Thrasher Bridge This large bridge is significant for being built on top of a 1936 dam, and also for its use of rare steel rigid-frame spans. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rigid-frame, fixed. The bridge was primarily built by Unknown. 35.104780 -85.229100 TN-153 Tennessee River (Chickamauga Dam) Chattanooga Hamilton County, Tennessee Tennessee United States Metal Rigid-Frame Fixed 0 18 Metal Deck Stringer (Multi-Beam) Fixed 0 13 1954 1984 Unknown 5 6 192 58.52 3374 1028.4 59 17.98 https://historicbridges.org/tennessee/wilkestthrasherbridge/little_wilkestthrasherbridge05597_small.jpg https://historicbridges.org/tennessee/wilkestthrasherbridge/little_wilkestthrasherbridge05597.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/wilkestthrasherbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.104780,-85.229100
4845 Chickamauga Dam Access Road Bridge North Channel Greenway Drive Bridge This bridge serves an access road for the Chickamauga Dam, and was built at the same time as the dam. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is not open to the general public. 35.107860 -85.229970 North Channel Greenway Drive (Chickamauga Dam Access Road) North Chickamauga Creek Chattanooga Hamilton County, Tennessee Tennessee United States This bridge is not open to the general public. Metal Variable Depth Deck Girder Fixed 0 Continuous 3 0 0 1940 0 Unknown 4 6 94 28.65 202 61.57 24 7.32 https://historicbridges.org/tennessee/chickamaugacreekbridge/little_chickamaugacreekbridge07004_small.jpg https://historicbridges.org/tennessee/chickamaugacreekbridge/little_chickamaugacreekbridge07004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/chickamaugacreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.107860,-85.229970
4846 Five Points Norfolk Southern Railroad Bridge This bridge retains a historic truss main span, but the approach spans have been replaced. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 35.067630 -85.212430 Railroad (Norfolk Southern) South Chickamauga Creek Chattanooga Hamilton County, Tennessee Tennessee United States Metal Pratt Rivet-Connected Through Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 6 6 120 36.58 450 137.16 0 0 https://historicbridges.org/tennessee/southchickamaugafivepointsbridges/little_southchickamaugafivepointsbridges05991_small.jpg https://historicbridges.org/tennessee/southchickamaugafivepointsbridges/little_southchickamaugafivepointsbridges05991.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/southchickamaugafivepointsbridges/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.067630,-85.212430
4847 Old Stone Fort Bridge Relocated here many years ago, this bridge is notable for its builder and ornamental portal bracing. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 35.492280 -86.104930 Camp Ground Lane Duck River Manchester Coffee County, Tennessee Tennessee United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 4 1906 2009 Joliet Bridge and Iron Company of Joliet, Illinois 7 7 101 30.78 260.5 79.4 11.8 3.6 https://historicbridges.org/tennessee/oldstonefortbridge/little_oldstonefortbridge06338_small.jpg https://historicbridges.org/tennessee/oldstonefortbridge/little_oldstonefortbridge06338.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldstonefortbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.492280,-86.104930
4848 Ellis Cove Road Bridge This historic truss bridge was bypassed and abandoned, but sadly not before its owner had made a bunch of strange and unsightly alterations to the bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 35.084270 -85.742250 Ellis Cove Road Battle Creek Rural Marion County, Tennessee Tennessee United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1891 1930 King Bridge Company of Cleveland, Ohio 7 7 110 33.53 130 39.62 12 3.66 https://historicbridges.org/tennessee/elliscoveroadbridge/little_elliscoveroadbridge06972_small.jpg https://historicbridges.org/tennessee/elliscoveroadbridge/little_elliscoveroadbridge06972.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/elliscoveroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.084270,-85.742250
4849 Great Falls Dam Bridge This steel stringer bridge with lattice railing was built as an integral part of a dam. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 35.801930 -85.622060 Great Falls Dam Road Caney Fork River Rural Warren County, Tennessee and White County, Tennessee Tennessee United States Metal Stringer (Multi-Beam) Fixed 0 27 0 0 1925 1931 Unknown 3 4 30 9.14 782.2 238.41 14.4 4.39 https://historicbridges.org/tennessee/greatfallsdambridge/little_greatfallsdambridge06948_small.jpg https://historicbridges.org/tennessee/greatfallsdambridge/little_greatfallsdambridge06948.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/greatfallsdambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.801930,-85.622060
4850 US-17 St. Marys River Bridge This bridge is not only an impressive and locally rare example of a highway truss swing bridge, it was built for an important travel corridor. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 30.741470 -81.687950 US-17 (Atlantic Coastal Highway) St. Marys River Rural Nassau County, Florida and Camden County, Georgia Florida and Georgia United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 12 1 Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 8 1927 2005 Virginia Bridge and Iron Company of Roanoke, Virginia 7 8 202 61.57 562 171.3 19.7 6 https://historicbridges.org/florida/us17stmarysriver/little_us17stmarysriver01564_small.jpg https://historicbridges.org/florida/us17stmarysriver/little_us17stmarysriver01564.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/us17stmarysriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.741470,-81.687950
4851 Bridge of Lions Matanzas River Highway Bridge This well-known bascule bridge with its beautiful design and long approach system was rehabilitated with a focus on appearance and function. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 29.892890 -81.307390 FL-A1A (Cathedral Place, Anastasia Boulevard) Matanzas River (Atlantic Intracoastal Waterway) St. Augustine St. Johns County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 Cantilever 23 1927 2010 Virginia Bridge and Iron Company of Roanoke, Virginia John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 6 8 135 41.15 1545 470.92 25 7.62 https://historicbridges.org/florida/bridgeoflions/little_bridgeoflions04012_3_4_tonemappedv_small.jpg https://historicbridges.org/florida/bridgeoflions/little_bridgeoflions04012_3_4_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bridgeoflions/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.892890,-81.307390
4853 Ortega River Bridge This very small double leaf bascule span has a very long series of low-level approach spans. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bascule Bridge Company of Pensacola, Florida and A. Bentley and Sons of Toledo, Ohio. The bridge was primarily designed by T. B. Carrick. 30.280420 -81.705480 FL-211 (San Juan Avenue and Grand Avenue) Ortega River (McGirts Creek) Jacksonville Duval County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Concrete Deck Girder Fixed 0 26 1928 1996 American Bascule Bridge Company of Pensacola, Florida and A. Bentley and Sons of Toledo, Ohio T. B. Carrick 6 7 78 23.77 1143 348.39 28 8.53 https://historicbridges.org/florida/fl211ortegariverbridge/main_small.jpg https://historicbridges.org/florida/fl211ortegariverbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/fl211ortegariverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.280420,-81.705480
4854 Ortega River Railroad Bridge This is a small plate girder rolling lift bascule span. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 30.273720 -81.717130 Railroad (CSX) Ortega River (McGirts Creek) Jacksonville Duval County, Florida Florida United States Metal Deck Girder Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1927 0 Unknown 6 6 0 0 560 170.69 0 0 https://historicbridges.org/florida/ortegariverrailroadbridge/little_ortegariverrailroadbridge01631_small.jpg https://historicbridges.org/florida/ortegariverrailroadbridge/little_ortegariverrailroadbridge01631.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ortegariverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.273720,-81.717130
4855 Amelia River Railroad Bridge Seaboard Air Line Railway Bridge This nice looking railroad through truss swing bridge is a rarity in the local area. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 30.628990 -81.484270 Railroad (First Coast Railroad) Amelia River Rural Nassau County, Florida Florida United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1920 0 Virginia Bridge and Iron Company of Roanoke, Virginia 7 8 235 71.63 365 111.25 0 0 https://historicbridges.org/florida/fcrdameliariverbridge/little_fcrdameliariverbridge03830_small.jpg https://historicbridges.org/florida/fcrdameliariverbridge/little_fcrdameliariverbridge03830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/fcrdameliariverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.628990,-81.484270
4856 St. Marys River Railroad Bridge At a casual glance this may look like it only has fixed plate girder spans, but it does include a swing span. The technical description of the main or most noteworthy span of the bridge is a 144.5 ft (44.04 m) metal deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio and A. Bentley and Sons of Toledo, Ohio. 30.741450 -81.688550 Railroad (First Coast Railroad) St. Marys River Rural Nassau County, Florida and Camden County, Georgia Florida and Georgia United States Metal Deck Girder Movable: Swing Center Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 5 1926 0 Mount Vernon Bridge Company of Mount Vernon, Ohio and A. Bentley and Sons of Toledo, Ohio 6 6 144.5 44.04 450 137.16 0 0 https://historicbridges.org/florida/stmarysriverrailroad/little_stmarysriverrailroad01626_small.jpg https://historicbridges.org/florida/stmarysriverrailroad/little_stmarysriverrailroad01626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/stmarysriverrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.741450,-81.688550
4857 George Crady Bridge Fishing Pier This swing bridge and its long approach system was bypassed and preserved as a fishing pier and pedestrian walkway. The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 30.519610 -81.450170 Pedestrian Walkway (Abandoned Alignment of FL-A1A, Heckscher Drive) Nassau Sound Jacksonville Duval County, Florida and Nassau County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Swing Center Pier 0 1 Metal Stringer (Multi-Beam) Fixed 0 81 1948 0 Unknown 4 5 174 53.04 3413 1040.28 24 7.32 https://historicbridges.org/florida/georgecradybridgefishingpier/main_small.jpg https://historicbridges.org/florida/georgecradybridgefishingpier/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/georgecradybridgefishingpier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.519610,-81.450170
4858 Beaufort Bridge Richard V. Woods Memorial Bridge A late but regionally uncommon example of a metal truss bridge, this swing bridge carries a lot of traffic. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 32.427540 -80.669110 US-21 Business (Carteret Street, Sea Island Parkway) Beaufort River Beaufort Beaufort County, South Carolina South Carolina United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 36 1960 0 Unknown 5 7 248 75.59 2290 697.99 28 8.53 https://historicbridges.org/southcarolina/us21beaufortsc/little_beaufortbridge04620_small.jpg https://historicbridges.org/southcarolina/us21beaufortsc/little_beaufortbridge04620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/us21beaufortsc/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.427540,-80.669110
4864 Tennessee River Railroad Bridge Tennbridge A good example of a vertical lift truss bridge for railroad use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 35.104470 -85.233320 Railroad (Norfolk Southern, Cincinnati Southern) Tennessee River Chattanooga Hamilton County, Tennessee Tennessee United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 10 1 Metal Deck Girder Fixed 0 14 1920 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/tennessee/tennesseeriver/little_tennbridge05920_small.jpg https://historicbridges.org/tennessee/tennesseeriver/little_tennbridge05920.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/tennesseeriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.104470,-85.233320
4866 Pearl City Bridge This abandoned bridge contrasts common forms of historic truss bridges. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 35.137790 -86.695070 Dyer Road Elk River Rural Lincoln County, Tennessee Tennessee United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 Metal Warren Rivet-Connected Pony Truss Fixed 0 1 1919 0 Unknown 7 8 185 56.39 250 76.2 0 0 https://historicbridges.org/tennessee/pearlcitybridge/little_pearlcitybridge07194_small.jpg https://historicbridges.org/tennessee/pearlcitybridge/little_pearlcitybridge07194.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/pearlcitybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.137790,-86.695070
4868 Henderson Drive Railroad Overpass 21st Street Underpass This railroad overpass has some aesthetic design to it. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete slab, fixed. The bridge was primarily built by Unknown. 41.452152 -82.162206 Railroad (Baltimore and Ohio) Henderson Drive (OH-611) Lorain Lorain County, Ohio Ohio United States Concrete Slab Fixed 0 1 0 0 1939 0 Unknown 1 2 45 13.72 65 19.81 0 0 https://historicbridges.org/ohio/lorain21ststreetunderpass/main_small.jpg https://historicbridges.org/ohio/lorain21ststreetunderpass/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorain21ststreetunderpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.452152,-82.162206
4870 West Liberty Bridge This bridge shows evidence that it may have been relocated here from a more urban location long ago. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.374030 -82.887090 CR-225 (Liberty East Road) Alum Creek Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1876 1942 Wrought Iron Bridge Company of Canton, Ohio 8 8 88 26.82 90 27.43 18 5.49 https://historicbridges.org/ohio/morrowcr225/little_morrowcr2250649_50_51_tonemapped_small.jpg https://historicbridges.org/ohio/morrowcr225/little_morrowcr2250649_50_51_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/morrowcr225/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.374030,-82.887090
4873 Poplar Neck Road Bridge This is an unusual non-standard bridge with attractive railings. The technical description of the main or most noteworthy span of the bridge is a concrete deck girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is privately owned. 40.306110 -75.911740 Poplar Neck Road Railroad (Norfolk Southern) Rural Berks County, Pennsylvania Pennsylvania United States This bridge is privately owned. Concrete Deck Girder Fixed 0 3 0 0 1914 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/poplarneckrdrrconcrete/little_elaine_poplarneckrdrrconcrete001_small.jpg https://historicbridges.org/pennsylvania/poplarneckrdrrconcrete/little_elaine_poplarneckrdrrconcrete001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poplarneckrdrrconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.306110,-75.911740
4874 Viaduct Avenue Railroad Overpass This is a narrow stone arch overpass. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.002570 -75.707670 Railroad (Pennsylvania Railroad) Viaduct Avenue Downingtown Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/viaductave/little_elaine_viaductave002_small.jpg https://historicbridges.org/pennsylvania/viaductave/little_elaine_viaductave002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/viaductave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.002570,-75.707670
4876 Eddy Road Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. 41.526730 -81.589130 Railroad (Norfolk Southern and RTA Rapid Transit) Eddy Road East Cleveland Cuyahoga County, Ohio Ohio United States Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1912 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 66 20.12 74 22.56 0 0 https://historicbridges.org/ohio/eastclevelandeddyroad/little_day8eastclevelandeddyroad1345_small.jpg https://historicbridges.org/ohio/eastclevelandeddyroad/little_day8eastclevelandeddyroad1345.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandeddyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.526730,-81.589130
4877 Elsinore Avenue Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. 41.529170 -81.586720 Railroad (Norfolk Southern and RTA Rapid Transit) Elsinore Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1912 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 43 13.11 44 13.41 0 0 https://historicbridges.org/ohio/eastclevelandelsinore/little_day8eastclevelandelsinore1219_20_21_fused_small.jpg https://historicbridges.org/ohio/eastclevelandelsinore/little_day8eastclevelandelsinore1219_20_21_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandelsinore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.529170,-81.586720
4878 Coit Avenue Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. 41.541650 -81.574540 Railroad (Norfolk Southern and RTA Rapid Transit) Coit Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1912 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 62 18.9 64 19.51 0 0 https://historicbridges.org/ohio/eastclevelandcoitavenue/little_day8eastclevelandcoitavenue1447_8_9_tonemapped_small.jpg https://historicbridges.org/ohio/eastclevelandcoitavenue/little_day8eastclevelandcoitavenue1447_8_9_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandcoitavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.541650,-81.574540
4879 Collamer Avenue Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. 41.543220 -81.573010 Railroad (Norfolk Southern and RTA Rapid Transit) Collamer Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1912 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 54 16.46 59 17.98 0 0 https://historicbridges.org/ohio/eastclevelandcollameravenue/little_day8eastclevelandcollameravenue1405_6_7_tonemappede_small.jpg https://historicbridges.org/ohio/eastclevelandcollameravenue/little_day8eastclevelandcollameravenue1405_6_7_tonemappede.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandcollameravenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.543220,-81.573010
4880 Doan Avenue Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. Special note about bridge location: Watch out for Red Light Cameras if you visit these bridges! Several were observed in this area! 41.532330 -81.583630 Railroad (Norfolk Southern and RTA Rapid Transit) Doan Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Watch out for Red Light Cameras if you visit these bridges! Several were observed in this area! Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1912 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 65 19.81 69 21.03 0 0 https://historicbridges.org/ohio/eastclevelanddoanavenue/little_day8eastclevelanddoanavenue1348_49_50_fused_small.jpg https://historicbridges.org/ohio/eastclevelanddoanavenue/little_day8eastclevelanddoanavenue1348_49_50_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelanddoanavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.532330,-81.583630
4881 Holyoke Avenue Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. 41.528450 -81.587430 Railroad (Norfolk Southern and RTA Rapid Transit) Holyoke Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1912 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 45 13.72 46 14.02 0 0 https://historicbridges.org/ohio/eastclevelandholyokeavenue/little_day8eastclevelandholyokeavenue1159_60_61_fused_small.jpg https://historicbridges.org/ohio/eastclevelandholyokeavenue/little_day8eastclevelandholyokeavenue1159_60_61_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandholyokeavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.528450,-81.587430
4882 Lakefront Avenue Railroad Overpass One of several surviving rare steel plate girder arch overpasses in East Cleveland, all built by the noteworthy King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal three-hinged deck arch, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. The bridge was primarily designed by A. J. Hines. 41.527830 -81.588040 Railroad (Norfolk Southern and RTA Rapid Transit) Lakefront Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Metal Three-Hinged Deck Arch Fixed 0 1 0 0 1911 0 King Bridge Company of Cleveland, Ohio A. J. Hines 6 6 52.2 15.91 53.2 16.22 0 0 https://historicbridges.org/ohio/eastclevelandlakefrontavenue/little_day8eastclevelandlakefrontavenue1097_8_9_fused_small.jpg https://historicbridges.org/ohio/eastclevelandlakefrontavenue/little_day8eastclevelandlakefrontavenue1097_8_9_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandlakefrontavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527830,-81.588040
4883 Hayden Avenue Railroad Overpass Eddy Road Railroad Overpass One of a couple concrete arch railroad overpasses in this neighborhood. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.527730 -81.591220 Railroad (Conrail) Hayden Avenue (Eddy Road) East Cleveland Cuyahoga County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 5 5 78 23.77 145 44.2 0 0 https://historicbridges.org/ohio/eastclevelandeddyroadconcrete/little_day8eastclevelandeddyroadconcrete1263_small.jpg https://historicbridges.org/ohio/eastclevelandeddyroadconcrete/little_day8eastclevelandeddyroadconcrete1263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandeddyroadconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527730,-81.591220
4884 Lakefront Avenue Railroad Overpass One of a couple concrete arch railroad overpasses in this neighborhood. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.529650 -81.591180 Railroad (Conrail) Lakefront Avenue East Cleveland Cuyahoga County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ohio/eastclevelandlakefrontavenueconcrete/little_day8eastclevelandlakefrontavenueconcrete1083_small.jpg https://historicbridges.org/ohio/eastclevelandlakefrontavenueconcrete/little_day8eastclevelandlakefrontavenueconcrete1083.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/eastclevelandlakefrontavenueconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.529650,-81.591180
4885 Lake Avenue Railroad Overpass This bridge has a unique cast iron encasement that makes it one of the most beautiful existing examples of cast iron ornamentation on a bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 41.484542 -81.744935 Railroad (Amtrak) Lake Avenue Cleveland Cuyahoga County, Ohio Ohio United States Metal Deck Girder Fixed 0 3 0 0 1914 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/lakeavenue/little_day8lakeavenue0870_small.jpg https://historicbridges.org/ohio/lakeavenue/little_day8lakeavenue0870.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lakeavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484542,-81.744935
4886 Euclid Avenue Railroad Overpass 55th Street Railroad Overpass This plate girder was originally built with ornamental cast iron coping and cast iron encasement for the columns, but just one lonley cast iron column remains today. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 41.504335 -81.651553 Railroad (Conrail) Euclid Avenue and 55th Street Cleveland Cuyahoga County, Ohio Ohio United States Metal Deck Girder Fixed 0 5 0 0 1914 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/euclidavenue/little_day8euclidavenue1016_small.jpg https://historicbridges.org/ohio/euclidavenue/little_day8euclidavenue1016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/euclidavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.504335,-81.651553
4887 Martin Luther King Jr. Drive Railroad Overpass This railroad overpass has attractive railings as well as attractive riveted, curved details on the fascia girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 41.498887 -81.606490 Railroad (RTA Rapid Transit) Martin Luther King Jr. Drive Cleveland Cuyahoga County, Ohio Ohio United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ohio/mlkdrive/little_day8mlkdrive0197_small.jpg https://historicbridges.org/ohio/mlkdrive/little_day8mlkdrive0197.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mlkdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.498887,-81.606490
4888 Vermilion Bridge This is an increasingly rare example of a state standard design riveted through truss in Ohio. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ohio State Highway Department. 41.422220 -82.358290 Liberty Avenue (US-6) Vermilion River Vermilion Erie County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1928 0 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Ohio State Highway Department 6 6 240 73.15 246 74.98 35 10.67 https://historicbridges.org/ohio/vermillion/little_day8vermillion0002_small.jpg https://historicbridges.org/ohio/vermillion/little_day8vermillion0002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/vermillion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.422220,-82.358290
4891 John Bright Number 1 Iron Bridge Havensport Road Bridge This amazing bridge is the only known all-metal inverted bowstring through truss. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Inverted Bowstring through truss, fixed. The bridge was primarily built by Hocking Valley Bridge Works of Lancaster, Ohio. 39.736460 -82.584680 Pedestrian Walkway Fetters Run Lancaster Fairfield County, Ohio Ohio United States Metal Inverted Bowstring Pin-Connected Through Truss Fixed 9 1 0 0 1884 0 Hocking Valley Bridge Works of Lancaster, Ohio 9 10 90 27.43 90 27.43 0 0 https://historicbridges.org/ohio/johnbright/little_johnbright0906_7_8_tonemappedv_small.jpg https://historicbridges.org/ohio/johnbright/little_johnbright0906_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/johnbright/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.736460,-82.584680
4893 Blackhand Gorge Bridge This unusual bridge may be the only one of its kind in the entire country! The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal pin-connected A-Frame through truss, fixed. The bridge was primarily built by Unknown. 40.059540 -82.287420 Abandoned Pedestrian Walkway Claylick Creek Rural Licking County, Ohio Ohio United States Metal A-Frame Pin-Connected Through Truss Fixed 3 1 0 0 1880 1983 Unknown 9 9 43 13.11 0 0 0 0 https://historicbridges.org/ohio/blackhandgorge/little_blackhandgorge1023_small.jpg https://historicbridges.org/ohio/blackhandgorge/little_blackhandgorge1023.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blackhandgorge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.059540,-82.287420
4894 Rocky Fork Bridge This rare and classic 1870s cast and wrought iron bowstring truss is long abandoned and needs to be relocated and preserved! The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.049150 -83.491980 Abandoned Springer Road Ohio Brush Creek Rural Highland County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 10 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 75 22.86 75 22.86 11 3.35 https://historicbridges.org/ohio/highlandcountybowstring/little_highlandcountybowstring3659_60_61_tonemapped_small.jpg https://historicbridges.org/ohio/highlandcountybowstring/little_highlandcountybowstring3659_60_61_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/highlandcountybowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.049150,-83.491980
4895 Lock One Park Bridge Blackhoof Street Bridge This incredible cast iron bowstring is among the oldest metal bridges in the country and documents the start of a bridge company that was always thinking outside the box. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by David H. Morrison (Columbia Bridge Works of Dayton, Ohio). 40.435520 -84.380810 Pedestrian Walkway Miami and Erie Canal New Bremen Auglaize County, Ohio Ohio United States Metal (Cast Iron) Bowstring Pony Truss Fixed 8 1 0 0 1864 1984 David H. Morrison (Columbia Bridge Works of Dayton, Ohio) 10 10 57 17.37 58.3 17.77 7.5 2.29 https://historicbridges.org/ohio/newbremen/little_rick5139_small.jpg https://historicbridges.org/ohio/newbremen/little_rick5139.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newbremen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.435520,-84.380810
4896 Mallaham Bridge This fascinating bridge is the only bowstring of this design by the Columbia Bridge Works, and it features the unusual design traits of its builder. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by David H. Morrison (Columbia Bridge Works of Dayton, Ohio). 40.978480 -83.990770 TR-M-6 Riley Creek Rural Putnam County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 7 1 0 0 1876 0 David H. Morrison (Columbia Bridge Works of Dayton, Ohio) 9 10 86 26.21 86 26.21 16 4.88 https://historicbridges.org/ohio/mallaham/little_mallaham6012_small.jpg https://historicbridges.org/ohio/mallaham/little_mallaham6012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mallaham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.978480,-83.990770
4897 Egypt Pike Bridge New Holland Bridge This is the least altered of only a few surviving examples of the exceedingly unusual bowstrings built by Champion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.557880 -83.259510 Egypt Pike Mud Run New Holland Pickaway County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 4 1 0 0 1876 1987 Champion Bridge Company of Wilmington, Ohio 9 10 31 9.45 31 9.45 0 0 https://historicbridges.org/ohio/newholland/little_rick5464_small.jpg https://historicbridges.org/ohio/newholland/little_rick5464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newholland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.557880,-83.259510
4898 Old Town Creek Bridge - North One of only three bowstrings surviving by this company, this bridge is in an interesting setting right next to a bowstring by a different builder! The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. Special note about bridge location: This bridge and drive appear to be private property, but are next to a public park. 39.722560 -83.933530 Private Driveway Old Town Creek Xenia Greene County, Ohio Ohio United States This bridge and drive appear to be private property, but are next to a public park. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 Champion Bridge Company of Wilmington, Ohio 9 9 60 18.29 60 18.29 0 0 https://historicbridges.org/ohio/oldtownreservecountyparkchampion/little_rick5389_small.jpg https://historicbridges.org/ohio/oldtownreservecountyparkchampion/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldtownreservecountyparkchampion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.722560,-83.933530
4899 Old Town Creek Bridge - South This rare bowstring truss bridge is in an interesting setting right next to an even more rare bowstring by a different builder! The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge and drive appear to be private property, but are next to a public park. 39.722480 -83.933480 Private Driveway Old Town Creek Xenia Greene County, Ohio Ohio United States This bridge and drive appear to be private property, but are next to a public park. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 70 21.34 70 21.34 0 0 https://historicbridges.org/ohio/oldtownreservecountyparkwibc/little_rick5429_small.jpg https://historicbridges.org/ohio/oldtownreservecountyparkwibc/little_rick5429.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldtownreservecountyparkwibc/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.722480,-83.933480
4900 North Creek Bridge TR-18A Bridge This is an early and unaltered Columbia Bridge Works pony truss, and it has the unusual designs associated with the company. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 41.141770 -84.218190 TR-18A North Powell Creek North Creek Putnam County, Ohio Ohio United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 8 1 0 0 0 0 Columbia Bridge Works of Dayton, Ohio 8 9 38 11.58 40 12.19 18 5.49 https://historicbridges.org/ohio/road18a/little_road18a4630_small.jpg https://historicbridges.org/ohio/road18a/little_road18a4630.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/road18a/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.141770,-84.218190
4901 Lofton Henderson Memorial Bridge 21st Street Bridge This bridge breaks away from traditional period designs and defines its own unique visual and structural design, unlike any other bridge. The technical description of the main or most noteworthy span of the bridge is a 390 ft (118.87 m) metal cantilever (arched) rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.457490 -82.160320 Henderson Drive (OH-611) Black River Lorain Lorain County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 16 Cantilever (Arched) 6 0 0 1939 1989 American Bridge Company of New York, New York Wilbur J. Watson and Associates of Cleveland, Ohio 8 9 390 118.87 1704 519.38 42 12.8 https://historicbridges.org/ohio/lorainhendersonmemorialbridge/little_day8lorainhendersonmemorialbridge0393_small.jpg https://historicbridges.org/ohio/lorainhendersonmemorialbridge/little_day8lorainhendersonmemorialbridge0393.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainhendersonmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.457490,-82.160320
4903 Bollman Bridge An extremely rare cast iron bridge and one of the last surviving bridges that were designed by the famous Baltimore and Ohio Railroad Chief Engineer. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal (cast iron) pin-connected Warren through truss, fixed. The bridge was primarily built by Patapsco Bridge and Iron Works of Baltimore, Maryland. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. 39.818310 -78.994640 Railroad (Rail-Trail) Scratch Hill Road Glade City (Rural) Somerset County, Pennsylvania Pennsylvania United States Metal (Cast Iron) Warren Pin-Connected Through Truss Fixed 6 1 0 0 1871 2007 Patapsco Bridge and Iron Works of Baltimore, Maryland Wendel Bollman of Baltimore, Maryland 9 10 81 24.69 81 24.69 13 3.96 https://historicbridges.org/pennsylvania/bollman/little_day7bollmanbridge3668_small.jpg https://historicbridges.org/pennsylvania/bollman/little_day7bollmanbridge3668.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bollman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.818310,-78.994640
4906 Maust Bridge Moser Road Bridge This bridge features some of the most unusual bottom chord details ever encountered. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York and Walker Brothers of Charleston, West Virginia. 39.776620 -79.046260 Moser Road (TR-353) Casselman River Rural Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1900 0 Groton Bridge Company of Groton, New York and Walker Brothers of Charleston, West Virginia 7 8 123 37.49 130 39.62 10.2 3.11 https://historicbridges.org/pennsylvania/moser/little_day7maustbridge1908_small.jpg https://historicbridges.org/pennsylvania/moser/little_day7maustbridge1908.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/moser/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.776620,-79.046260
4907 Rockingham Bridge Whispering Pines Road Bridge An extremely rare example of the unusual designs that the Columbia Bridge Works employed. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal multiple-type-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. 40.134380 -78.814270 Whispering Pines Road (TR-712) Dark Shade Creek Rural (Reitz) Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Multiple-Type-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1885 1967 Columbia Bridge Works of Dayton, Ohio 8 8 51 15.54 57 17.37 11.2 3.41 https://historicbridges.org/pennsylvania/whisperingpines/little_day7whisperingpines1693_small.jpg https://historicbridges.org/pennsylvania/whisperingpines/little_day7whisperingpines1693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/whisperingpines/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.134380,-78.814270
4908 ! Layton Bridge This bridge is half deck and half through truss, but its setting and the tunnel next to it truly define what makes this bridge special. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal pin-connected Pratt combination (half-deck/through) truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.089430 -79.730010 Layton Road Youghiogheny River Near Layton Fayette County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Combination (Half-Deck/Through) Truss Fixed 7 2 Metal Stringer (Multi-Beam) Fixed 0 15 1899 1984 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 8 8 181 55.17 911 277.67 13 3.96 https://historicbridges.org/pennsylvania/layton/swpenn071784_small.jpg https://historicbridges.org/pennsylvania/layton/swpenn071784.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/layton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.089430,-79.730010
4909 Ohio Connecting Railroad Bridge Brunot Island Railroad Bridge Constructed with innovative methods, this is a very long bridge with a record-breaking rivet-connected truss span. The technical description of the main or most noteworthy span of the bridge is a 525 ft (160.02 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.463140 -80.042520 Railroad (Norfolk Southern) Ohio River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 18 2 Metal Warren Rivet-Connected Deck Truss Fixed 8 0 1915 0 American Bridge Company of New York, New York 8 8 525 160.02 4547.9 1386.2 0 0 https://historicbridges.org/pennsylvania/brunotisland/little_day3ohioconnecting8157_small.jpg https://historicbridges.org/pennsylvania/brunotisland/little_day3ohioconnecting8157.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brunotisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.463140,-80.042520
4912 George Westinghouse Bridge This enormous and famous bridge had the longest concrete arch span in the world when first built. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.392780 -79.836400 US-30 (Historic Lincoln Highway) Turtle Creek, Railroad, Tri Boro Expressway, and Braddock Avenue East Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1931 1983 Booth and Flinn Company of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 9 9 460 140.21 1524 464.52 48 14.63 https://historicbridges.org/pennsylvania/westinghouse/little_day2westinghouse9601_small.jpg https://historicbridges.org/pennsylvania/westinghouse/little_day2westinghouse9601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westinghouse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.392780,-79.836400
4914 CR-21 Bridge Many locals appear to be unaware that this is a rare, early and noteworthy example of an iron Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.351200 -83.938510 CR-21 Great Miami River Rural Logan County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 0 0 1882 1997 Massillon Bridge Company of Massillon, Ohio 8 8 140 42.67 143 43.59 16 4.88 https://historicbridges.org/ohio/cr21logancounty/little_cr21logancounty6777_small.jpg https://historicbridges.org/ohio/cr21logancounty/little_cr21logancounty6777.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr21logancounty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.351200,-83.938510
4915 Brilliant Suspension Bridge Doukhobor Suspension Bridge This former highway bridge was bypassed by a newer bridge many years ago and more recently has been rehabilitated for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 331 ft (100.89 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Local Doukhobor Workers. The bridge was primarily designed by Cartwright, Matheson, and Company of Vancouver, British Columbia. Special note about bridge location: Note: If approaching this bridge from the south, note that it may look like the trail is fenced off, but it is actually a gate that is left unlocked for the public. A sign simply asks visitors to close the gate behind them. 49.317330 -117.629570 Brilliant Road (Pedestrian Walkway) Kootenay River Brilliant Central Kootenay District, British Columbia British Columbia Canada Note: If approaching this bridge from the south, note that it may look like the trail is fenced off, but it is actually a gate that is left unlocked for the public. A sign simply asks visitors to close the gate behind them. Metal Pony Truss Stiffening Wire Cable Suspension Fixed 28 1 0 0 1913 2010 Local Doukhobor Workers Cartwright, Matheson, and Company of Vancouver, British Columbia 8 8 331 100.89 0 0 16 4.88 https://historicbridges.org/britishcolumbia/brilliantsuspensionbridge/little_brilliantsuspensionbridge1870_small.jpg https://historicbridges.org/britishcolumbia/brilliantsuspensionbridge/little_brilliantsuspensionbridge1776.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/brilliantsuspensionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.317330,-117.629570
4916 Rattlesnake Creek Driveway Bridge Cairo Driveway Bridge This small bridge is noteworthy because it is known who built it, and the builder is one whose bridge work is not well documented. The technical description of the main or most noteworthy span of the bridge is a 17.8 ft (5.43 m) metal stringer (multi-beam), fixed. The bridge was primarily built by East Iron and Machine Company of Lima, Ohio. Special note about bridge location: This bridge is on a private driveway, but can be seen from the adjacent public road. 40.829790 -84.092130 Private Driveway Rattlesnake Creek Cairo Allen County, Ohio Ohio United States This bridge is on a private driveway, but can be seen from the adjacent public road. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 East Iron and Machine Company of Lima, Ohio 3 4 17.8 5.43 25 7.62 0 0 https://historicbridges.org/ohio/cairo/little_bonus16878_small.jpg https://historicbridges.org/ohio/cairo/little_bonus16878.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cairo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.829790,-84.092130
4918 Mill Road Bridge Featuring the unusual pipe-based portal bracing associated with its builder, this rare Whipple truss is preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.108460 -84.500270 Mill Road (TR-385) Greenville Creek Gettysburg Darke County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1881 1997 Massillon Bridge Company of Massillon, Ohio 8 8 132 40.23 137 41.76 16 4.88 https://historicbridges.org/ohio/gettysburg/little_gettysburg6534_small.jpg https://historicbridges.org/ohio/gettysburg/little_gettysburg6534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gettysburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.108460,-84.500270
4919 Gilboa Bridge This classic Wrought Iron Bridge Company through truss has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.016220 -83.922190 CR-13 Blanchard River Gilboa Putnam County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1886 1972 Wrought Iron Bridge Company of Canton, Ohio 7 7 136 41.45 139 42.37 16 4.88 https://historicbridges.org/ohio/gilboa/little_gilboa6388_small.jpg https://historicbridges.org/ohio/gilboa/little_gilboa6388.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gilboa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.016220,-83.922190
4920 Fulton Farms Bridge This cast and wrought iron bridge appears to be one of the oldest surviving Pratt truss bridges built by this bridge company. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. Special note about bridge location: Signs at this bridge indicate it is today private property. 39.985290 -84.161450 Ebberts Road Lost Creek Rural Miami County, Ohio Ohio United States Signs at this bridge indicate it is today private property. Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Columbia Bridge Works of Dayton, Ohio 8 9 84 25.6 84 25.6 16 4.88 https://historicbridges.org/ohio/fultonfarms/little_fultonfarms6576_7_8_fused_small.jpg https://historicbridges.org/ohio/fultonfarms/little_fultonfarms6576_7_8_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultonfarms/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.985290,-84.161450
4921 Fisher Road Bridge This abandoned bridge is an unusual variable depth concrete girder, and appears to be unlike any surviving concrete girder bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete continuous through girder, fixed. The bridge was primarily built by Unknown. 40.777880 -83.975550 Fisher Road Ottawa River Rural Allen County, Ohio Ohio United States Concrete Through Girder Fixed 0 Continuous 2 0 0 1924 0 Unknown 6 6 42 12.8 89 27.13 18 5.49 https://historicbridges.org/ohio/fisherroad/little_fisherroad6617_8_9_tonemappedv_small.jpg https://historicbridges.org/ohio/fisherroad/little_fisherroad6617_8_9_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fisherroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.777880,-83.975550
4932 Russells Point Bridge Sandy Beach Amusement Park Bridge This highly unusual pedestrian truss bridge is a remnant of a long-lost amusement park. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal continuous (arched) rivet-connected pony truss, fixed. The bridge was primarily built by Unknown. 40.472990 -83.894520 Pedestrian Walkway Indian Lake Harbor Russells Point Logan County, Ohio Ohio United States Metal Rivet-Connected Pony Truss Fixed 0 Continuous (Arched) 3 0 0 1924 2014 Unknown 7 7 100 30.48 175 53.34 0 0 https://historicbridges.org/ohio/russellspoint/little_russellspoint4476_small.jpg https://historicbridges.org/ohio/russellspoint/little_russellspoint4476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/russellspoint/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472990,-83.894520
4934 Muchinippi Creek Bridge This abandoned and deteriorated truss bridge is collapsing under the weight of a heavy concrete deck. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.560760 -83.952110 Abandoned Farm Access Muchinippi Creek Near New Hampshire Auglaize County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Canton Bridge Company of Canton, Ohio 7 7 0 0 0 0 0 0 https://historicbridges.org/ohio/muchinippi/little_bonus26832_small.jpg https://historicbridges.org/ohio/muchinippi/little_bonus26832.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/muchinippi/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.560760,-83.952110
4935 Waco Suspension Bridge Bridge Street Bridge Mostly rebuilt in 1914, retaining a few portions of the previous 1870 bridge, this magnificent structure is a preserved Waco landmark and an important historic bridge. The technical description of the main or most noteworthy span of the bridge is a 475 ft (144.78 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by Thomas M. Griffith. 31.562560 -97.126940 Bridge Street Brazos River Waco McLennan County, Texas Texas United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 1 1870 1914 John A. Roebling Sons Company of Trenton, New Jersey Thomas M. Griffith 8 9 475 144.78 0 0 18 5.49 https://historicbridges.org/texas/waco/little_PICT9456_small.jpg https://historicbridges.org/texas/waco/little_PICT9456.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/waco/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.562560,-97.126940
4936 US-62 Cumberland River Bridge This bridge is an example of a rare variation of a cantilever truss noted for its arch-like shape. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 37.030330 -88.226970 US-62 Cumberland River Grand Rivers Livingston County, Kentucky and Lyon County, Kentucky Kentucky United States Metal Warren Rivet-Connected Through Truss Fixed 14 Cantilever (Arched) 3 Metal Stringer (Multi-Beam) Fixed 0 9 1952 0 Unknown 7 7 350 106.68 1467 447.14 25 7.62 https://historicbridges.org/kentucky/us62cumberlandriver/little_us62cumberlandriver3927_small.jpg https://historicbridges.org/kentucky/us62cumberlandriver/little_us62cumberlandriver3927.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/us62cumberlandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.030330,-88.226970
4937 Old OH-12 Bridge This is a traditional concrete arch bridge that is in a rural location and is unaltered. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Swisher - Fosnaugh. 40.860870 -84.192870 Old OH-12 Ottawa River Rural Putnam County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1932 0 Swisher - Fosnaugh 6 6 70 21.34 230 70.1 24 7.32 https://historicbridges.org/ohio/oldoh12/little_oldoh125621_small.jpg https://historicbridges.org/ohio/oldoh12/little_oldoh125621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldoh12/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.860870,-84.192870
4938 Covington Railroad Bridge Buried in the woods is this rare skewed stone arch bridge and has a large span length among stone arch bridges in Ohio. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.122100 -84.360890 Railroad (Abandoned Pennsylvania Railroad) Stillwater River Covington Miami County, Ohio Ohio United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1906 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ohio/covington/little_covington6812_3_4_fused_small.jpg https://historicbridges.org/ohio/covington/little_covington6812_3_4_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/covington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.122100,-84.360890
4939 Ariel-Foundation Park Bridge Mill Road Wakatomika Creek Bridge Relocated and preserved, this is one of the only bowstrings by this builder that uses Phoenix columns instead of keystone-style columns. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.387590 -82.498560 Pedestrian Walkway Park Lagoon Mt. Vernon Knox County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 1876 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 90 27.43 0 0 0 0 https://historicbridges.org/ohio/mtvernonbowstring/little_arielfoundationpark_bowstring0793_small.jpg https://historicbridges.org/ohio/mtvernonbowstring/little_arielfoundationpark_bowstring0793.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonbowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.387590,-82.498560
4940 Klump Road Bridge Old Town Creek Preserve Bridge This relocated and preserved bridge is a rare surviving example of a bridge built by this builder. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Motherwell Iron and Steel Company of Logan, Ohio. 39.540630 -82.391980 Pedestrian Walkway Oldtown Creek Logan Hocking County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1888 2006 Motherwell Iron and Steel Company of Logan, Ohio 7 7 78 23.77 82 24.99 11.5 3.51 https://historicbridges.org/ohio/logan/little_100canon0251_small.jpg https://historicbridges.org/ohio/logan/little_100canon0251.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/logan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.540630,-82.391980
4943 Rushville Bridge This is a small deck truss bridge that is hard to photograph. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 39.763900 -82.439720 CR-77 (Rushville Road) Little Rush Creek and Railroad (Conrail) Near Rushville Fairfield County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 11 1 Concrete T-Beam Fixed 0 1 1928 1989 Unknown 6 6 100 30.48 150 45.72 27 8.23 https://historicbridges.org/ohio/rushville1/little_rushville10184_small.jpg https://historicbridges.org/ohio/rushville1/little_rushville10184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rushville1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.763900,-82.439720
4944 Blue Creek Road Driveway Bridge This is an unusual plate girder bridge noted for its curved top chord. The technical description of the main or most noteworthy span of the bridge is a metal curved chord through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on a private driveway but is viewable from the nearby public road. 38.782370 -83.322370 Private Driveway South Fork Scioto Brush Creek Rural Adams County, Ohio Ohio United States This bridge is located on a private driveway but is viewable from the nearby public road. Metal Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ohio/bluecreek/little_bluecreek3973_small.jpg https://historicbridges.org/ohio/bluecreek/little_bluecreek3973.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bluecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.782370,-83.322370
4948 Higginsport Bridge This abandoned and overgrown bridge is an excellent example of a Whipple truss built by a notable Ohio company. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 38.793530 -83.953790 Big Run Road White Oak Creek Higginsport Brown County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 0 0 0 0 Smith Bridge Company of Toledo, Ohio 8 8 176 53.64 176 53.64 16 4.88 https://historicbridges.org/ohio/higginsport/little_higginsport3730_1_2_tonemappedv_small.jpg https://historicbridges.org/ohio/higginsport/little_higginsport3730_1_2_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/higginsport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.793530,-83.953790
4950 Garners Ford Bridge This classic Pratt truss bridge was overlooked by the historic bridge inventory because of a simple typo, and may be the work of Smith Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.859070 -82.362010 Garners Ford Road (CR-37) Raccoon Creek Rural Gallia County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 3 0 1965 Unknown 7 7 137 41.76 182 55.47 16 4.88 https://historicbridges.org/ohio/garnersfordroad/little_garnersfordroad3836_small.jpg https://historicbridges.org/ohio/garnersfordroad/little_garnersfordroad3836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/garnersfordroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.859070,-82.362010
4952 Big Sandy Junction Railroad Bridge This riveted truss bridge has approach spans which were built later in the 1950s by the American Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 38.403080 -82.594890 Railroad (CSX) Big Sandy River and US-60 Catlettsburg and Kenova Boyd County, Kentucky and Wayne County, West Virginia Kentucky and West Virginia United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 5 Metal Deck Girder Fixed 0 0 1943 1951 Virginia Bridge and Iron Company of Roanoke, Virginia 6 6 225 68.58 2465 751.33 0 0 https://historicbridges.org/kentucky/kentuckycatlettsburg/little_100canon1517_small.jpg https://historicbridges.org/kentucky/kentuckycatlettsburg/little_100canon1517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/kentuckycatlettsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.403080,-82.594890
4953 Old OH-522 Bridge This uncommon multi-span pin-connected pony truss is also a very old example of a traditional pin-connected pony truss. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 38.656970 -82.732220 Old OH-522 (CR-10A) Pine Creek Rural Lawrence County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 2 0 0 0 1990 Unknown 7 7 50 15.24 93 28.35 17.7 5.39 https://historicbridges.org/ohio/oldoh522/little_oldoh5222030_small.jpg https://historicbridges.org/ohio/oldoh522/little_oldoh5222030.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldoh522/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.656970,-82.732220
4954 ! Youngs Bridge Old OH-73 Bridge This bridge only served a couple houses on a dead-end road and would have been a better candidate for rehab instead of replacement. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 38.897940 -83.206230 Old OH-73 (TR-79, Laurel Fork Road) Dry Run Youngs Scioto County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1920 0 Unknown 5 5 49 14.94 51 15.54 15.4 4.69 https://historicbridges.org/ohio/youngsoldoh73/little_youngsoldoh731073_small.jpg https://historicbridges.org/ohio/youngsoldoh73/little_youngsoldoh731073.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/youngsoldoh73/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.897940,-83.206230
4958 NX Bridge Annie Bridge, Bridge 8.04 Kept in its raised position, this is an abandoned but noteworthy example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Warren through truss, movable: bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 40.754370 -74.164220 Railroad (Conrail) Passaic River Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Warren Rivet-Connected Through Truss Movable: Bascule Heel Trunnion 0 1 Metal Deck Girder Fixed 0 0 1922 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 180 54.86 440 134.11 0 0 https://historicbridges.org/newjersey/newarkbascule/little_newarkbascule012033_small.jpg https://historicbridges.org/newjersey/newarkbascule/little_newarkbascule012033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkbascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.754370,-74.164220
4960 Little Conemaugh River Railroad Bridge This railroad bridge both has an impressive and attractive appearance. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.333240 -78.900490 Railroad (Conemaugh and Black Lick Railroad) Little Conemaugh River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1895 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 280 85.34 280 85.34 0 0 https://historicbridges.org/pennsylvania/johnstownrr1/little_day7johnstownrr12536_small.jpg https://historicbridges.org/pennsylvania/johnstownrr1/little_day7johnstownrr12536.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.333240,-78.900490
4961 Little Conemaugh River Railroad Bridge This railroad bridge with its heavy skew was built by the steel company which is such a major part of Johnstown history. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Cambria Steel of Johnstown, Pennsylvania (Cambria Iron Works of Johnstown, Pennsylvania). 40.328540 -78.919440 Railroad (Norfolk Southern) Little Conemaugh River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1906 0 Cambria Steel of Johnstown, Pennsylvania (Cambria Iron Works of Johnstown, Pennsylvania) 6 7 215 65.53 215 65.53 0 0 https://historicbridges.org/pennsylvania/johnstownrr2/little_day7johnstownrr22473_small.jpg https://historicbridges.org/pennsylvania/johnstownrr2/little_day7johnstownrr22473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.328540,-78.919440
4963 Stone Bridge Not only is this stone bridge, which was later altered with concrete on one side, it is noted for its skewed design, engineer, and involvement with the 1889 Johnstown Flood. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander G. Sparks and Shipley W. Evans of Philadelphia, Pennsylvania. The bridge was primarily designed by William H. Brown. 40.332560 -78.924930 Railroad (Norfolk Southern, Former Pennsylvania Railroad) Conemaugh River, PA-56, and Iron Street Johnstown Cambria County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 7 0 3 1888 1929 Alexander G. Sparks and Shipley W. Evans of Philadelphia, Pennsylvania William H. Brown 9 9 58 17.68 580 176.78 0 0 https://historicbridges.org/pennsylvania/johnstownstonebridge/little_day7johnstownstonebridge2355_small.jpg https://historicbridges.org/pennsylvania/johnstownstonebridge/little_day7johnstownstonebridge2355.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownstonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.332560,-78.924930
4966 McKeesport-Duquesne Bridge This is a large and late pin-connected through truss that has both Pratt and Parker truss spans. The technical description of the main or most noteworthy span of the bridge is a 382 ft (116.43 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works. 40.357700 -79.844140 PA-2114 Monogahela River and Railroad (Conrail) Duquesne and McKeesport Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 13 3 Metal Pratt Pin-Connected Through Truss Fixed 9 5 1927 1988 American Bridge Company of New York, New York Allegheny County Department of Public Works 8 8 382 116.43 2252 686.41 36 10.97 https://historicbridges.org/pennsylvania/mckeesportduquesnebridge/little_day2mckeesportduquesnebridge10254_small.jpg https://historicbridges.org/pennsylvania/mckeesportduquesnebridge/little_day2mckeesportduquesnebridge10254.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mckeesportduquesnebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.357700,-79.844140
4967 Washington Crossing Bridge 40th Street Bridge Including several decorative elements, the structure of this steel arch bridge even on its own would be graceful and beautiful. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.472690 -79.968520 40th Street (PA-2124) Allegheny River and Various Railroads, Streets, and Trails Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 3 Metal Deck Girder Fixed 0 13 1924 1991 McClintic-Marshall Company of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 8 8 380 115.82 2432 741.27 39 11.89 https://historicbridges.org/pennsylvania/washingtoncrossing/little_day4washingtoncrossing6211_small.jpg https://historicbridges.org/pennsylvania/washingtoncrossing/little_img_20191103_163828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/washingtoncrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472690,-79.968520
4968 Swindell Bridge East Street Bridge This magnificent bridge sweeps over the valley and today is a gateway icon for travelers entering or leaving the downtown Pittsburgh area. The technical description of the main or most noteworthy span of the bridge is a 545 ft (166.12 m) metal cantilever multiple-type-connected Pratt deck truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.472310 -80.004910 North Charles Steet (Essen Street) I-279 (Parkway North) and East Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Multiple-Type-Connected Deck Truss Fixed 0 Cantilever 3 0 1 1930 1990 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Pittsburgh Department of Public Works 8 8 545 166.12 1097.2 334.43 25 7.62 https://historicbridges.org/pennsylvania/swindell/little_day5swindell5293_small.jpg https://historicbridges.org/pennsylvania/swindell/little_day5swindell5293.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swindell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472310,-80.004910
4969 Jerome Street Bridge This striking bridge is one of only a few known crescent arch bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 455 ft (138.68 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Allegheny County Department of Public Works. 40.350440 -79.870020 George Lysle Boulevard (5th Avenue, PA-2094) Youghiogheny River and Railroad McKeesport Allegheny County, Pennsylvania Pennsylvania United States Metal Braced Ribbed Two-Hinged Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 0 1937 1988 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Allegheny County Department of Public Works 9 8 455 138.68 761 231.95 40 12.19 https://historicbridges.org/pennsylvania/jeromestreetbridgemckeesport/little_day2jeromestreetbridgemckeesport10563_small.jpg https://historicbridges.org/pennsylvania/jeromestreetbridgemckeesport/little_day2jeromestreetbridgemckeesport10563.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jeromestreetbridgemckeesport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350440,-79.870020
4970 Franklin Street Bridge This 1930s bridge is part of the downtown Johnstown historic district. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.323380 -78.919090 Franklin Street (PA-3055) Stonycreek River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1937 2006 Bethlehem Steel Company of Bethlehem, Pennsylvania Pennsylvania State Highway Department 5 7 230 70.1 236 71.93 38.4 11.7 https://historicbridges.org/pennsylvania/franklinjohnstown/swpenn071539_small.jpg https://historicbridges.org/pennsylvania/franklinjohnstown/swpenn071536.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/franklinjohnstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.323380,-78.919090
4971 Krings Bridge One of a couple uncommon multi-span pony truss bridges near Johnstown. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Guy Trimpey. The bridge was primarily designed by Pennsylvania State Highway Department. 40.275270 -78.903980 Kring Street (Soap Hollow Road, PA-4041) Stonycreek River Krings (Near Johnstown) Cambria County, Pennsylvania and Somerset County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 7 2 0 0 1937 2007 Guy Trimpey Pennsylvania State Highway Department 5 6 103 31.39 213 64.92 23 7.01 https://historicbridges.org/pennsylvania/kringsjohnstown/little_day7kringsbridge2211_small.jpg https://historicbridges.org/pennsylvania/kringsjohnstown/little_day7kringsbridge2211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kringsjohnstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.275270,-78.903980
4973 Bridge Street Bridge Ferndale Avenue Bridge A State Highway Department standard plan truss bridge is part of a beautiful collection of bridges in Johnstown. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Sheesley and Janney. The bridge was primarily designed by Pennsylvania State Highway Department. 40.293670 -78.918870 Bridge Street (Ferndale Avenue, PA-403) Stonycreek River Johnstown and Ferndale Cambria County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1937 2008 Sheesley and Janney Pennsylvania State Highway Department 5 5 230 70.1 237 72.24 34.5 10.52 https://historicbridges.org/pennsylvania/bridgejohnstown/little_day7johnstownbridgestreetbridge2859_small.jpg https://historicbridges.org/pennsylvania/bridgejohnstown/little_day7johnstownbridgestreetbridge2859.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgejohnstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.293670,-78.918870
4974 Riverside Bridge Eisenhower Boulevard Bridge One of a couple uncommon multi-span pony truss bridges near Johnstown. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Altoona Construction Corporation of Altoona, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.285810 -78.920030 Eisenhower Boulevard (PA-2006) Stonycreek River Ferndale and Riverside Cambria County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 8 2 0 0 1937 2010 Altoona Construction Corporation of Altoona, Pennsylvania Pennsylvania State Highway Department 6 6 113 34.44 232 70.71 23 7.01 https://historicbridges.org/pennsylvania/eisenhower/little_day7riversidebridge1738_small.jpg https://historicbridges.org/pennsylvania/eisenhower/little_day7riversidebridge1738.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eisenhower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.285810,-78.920030
4975 Sciotoville Railroad Bridge Designed by noted engineers Gustav Lindenthal and David Steinman, this massive, prototypical continuous truss bridge once held a record for length. The technical description of the main or most noteworthy span of the bridge is a 775 ft (236.22 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Gustav Lindenthal and David Steinman. 38.753010 -82.885470 Railroad (CSX) Ohio River Sciotoville and Siloam Scioto County, Ohio and Greenup County, Kentucky Ohio and Kentucky United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 20 Continuous 2 Metal Warren Rivet-Connected Deck Truss Fixed 6 0 1916 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania Gustav Lindenthal and David Steinman 10 10 775 236.22 3463 1055.52 0 0 https://historicbridges.org/ohio/sciotoville/bkg_07march211_small.jpg https://historicbridges.org/ohio/sciotoville/little_sciotoville1082.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sciotoville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.753010,-82.885470
4976 Metcalf Street Bridge Dixie Highway Bridge This awe-inspiring massive membered bridge has a mighty skew to it! The technical description of the main or most noteworthy span of the bridge is a 308 ft (93.88 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.717750 -84.114210 Metcalf Street (Dixie Highway) Railroad (Norfolk Southern) Lima Allen County, Ohio Ohio United States Metal Baltimore Pin-Connected Through Truss Fixed 0 1 Concrete Slab Fixed 0 6 1923 1989 American Bridge Company of New York, New York 7 7 308 93.88 538 163.98 28 8.53 https://historicbridges.org/ohio/metcalf/little_metcalfstreetbridge5957_small.jpg https://historicbridges.org/ohio/metcalf/little_metcalfstreetbridge5957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/metcalf/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.717750,-84.114210
4977 Panther Creek Private Bridge This is an ancient, extremely rare bridge that had been serving as a bridge for a private driveway but is now bypassed. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.079160 -84.363560 Private Drive Panther Creek Rural Miami County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 6 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 80 24.38 16 4.88 https://historicbridges.org/ohio/sugargrove/little_rick5223_small.jpg https://historicbridges.org/ohio/sugargrove/little_rick5223.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sugargrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.079160,-84.363560
4978 Owens Road Bridge This ca. 1885 bridge displays the distinctive design details of a bridge built by the Smith Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 40.080670 -84.354740 Owens Road Panther Creek Rural Miami County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 1913 Smith Bridge Company of Toledo, Ohio 7 7 84 25.6 86 26.21 15.7 4.79 https://historicbridges.org/ohio/owens/little_pict2940_small.jpg https://historicbridges.org/ohio/owens/little_pict2940.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/owens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080670,-84.354740
4980 Point Pleasant - Kanauga Railroad Bridge This bridge features several Parker truss spans and a Pennsylvania truss channel span. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 38.846080 -82.141200 Railroad (Norfolk Southern) Ohio River Kanauga and Point Pleasant Gallia County, Ohio and Mason County, West Virginia Ohio and West Virginia United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 5 Metal Parker Pin-Connected Through Truss Fixed 10 0 1908 0 Unknown 7 7 420 128.02 3925 1196.34 0 0 https://historicbridges.org/ohio/pointpleasant/little_pointpleasant1929_small.jpg https://historicbridges.org/ohio/pointpleasant/little_pointpleasant1929.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pointpleasant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.846080,-82.141200
4981 Depot Street Bridge Beachy Street Bridge Noteworthy for association with an uncommon builder, this bridge features ornate knee bracing. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. 39.757390 -79.087880 Depot Street (TR-805) Casselman River Salisbury Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1894 1999 Horseheads Bridge Company of Horseheads, New York 7 8 108 32.92 108 32.92 11.2 3.41 https://historicbridges.org/pennsylvania/depotst/bkg_swpenn1263_small.jpg https://historicbridges.org/pennsylvania/depotst/swpenn072939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/depotst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.757390,-79.087880
4982 Hickory Street Bridge Carlton Lee Haselrig Bridge This 1930s bridge does not follow the Pennsylvania Highway Department Parker plan often found in the state during this period. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.314320 -78.914670 Hickory Street Stonycreek River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1937 2014 Unknown Pennsylvania State Highway Department 5 5 230 70.1 236 71.93 30 9.14 https://historicbridges.org/pennsylvania/hickoryjohnstown/swpenn071568_small.jpg https://historicbridges.org/pennsylvania/hickoryjohnstown/swpenn071568.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hickoryjohnstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.314320,-78.914670
4984 ! River Street Bridge This is a small Warren pony truss on a quiet road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.200270 -78.949430 River Street Nonquon River Seagrave Durham Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/seagraveriverstreet/little_seagraveriverstreet3938_small.jpg https://historicbridges.org/ontario/seagraveriverstreet/little_seagraveriverstreet3938.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/seagraveriverstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.200270,-78.949430
4985 St. Johns Bridge This iconic bridge is one of the most beautiful suspension bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 1207 ft (367.89 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Wallace Bridge and Structural Steel Company of Seattle, Washington. The bridge was primarily designed by Robinson and Steinman of New York, New York. 45.585200 -122.764520 US-30 Bypass (Philadelphia Avenue) Willamette River Portland Multnomah County, Oregon Oregon United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 12 1931 2005 Wallace Bridge and Structural Steel Company of Seattle, Washington Robinson and Steinman of New York, New York 9 10 1207 367.89 3608.8 1099.96 40 12.19 https://historicbridges.org/oregon/stjohnsbridge/little_stjohnsbridge7990_small.jpg https://historicbridges.org/oregon/stjohnsbridge/little_stjohnsbridge7990.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/stjohnsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.585200,-122.764520
4986 Fairview-Snodgrass Road Bridge Composed of six unusually small panels, this bridge has been relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 40.071140 -84.217460 Non-Motorized Pathway Beedle Ditch Near Troy Miami County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 6 1 0 0 0 2011 Smith Bridge Company of Toledo, Ohio 6 6 67 20.42 69 21.03 15.4 4.69 https://historicbridges.org/ohio/fairview/little_rick5248_small.jpg https://historicbridges.org/ohio/fairview/little_rick5248.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fairview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.071140,-84.217460
4987 Erie Avenue Bridge Charles Berry Bascule Bridge This graceful bascule bridge was noted for its very large span length when completed. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.469900 -82.175600 Erie Avenue (US-6) Black River Lorain Lorain County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Deck Girder Fixed 0 Continuous 11 1940 1988 Mount Vernon Bridge Company of Mount Vernon, Ohio Wilbur J. Watson and Associates of Cleveland, Ohio 8 8 330 100.58 1053 320.95 47 14.33 https://historicbridges.org/ohio/lorainerieavenuebridge/little_day8lorainerieavenuebridge0640_small.jpg https://historicbridges.org/ohio/lorainerieavenuebridge/little_day8lorainerieavenuebridge0640.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainerieavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.469900,-82.175600
4989 Philson Bridge This is a small but nice looking pony truss with interesting rigid floor beam attachments. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 39.814530 -78.896880 County Bridge Road (TR-713) Wills Creek Rural Somerset County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1925 Unknown 6 6 42 12.8 43 13.11 10.8 3.29 https://historicbridges.org/pennsylvania/philsonbridge/little_day7philsonbridge1748_small.jpg https://historicbridges.org/pennsylvania/philsonbridge/little_day7philsonbridge1748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/philsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.814530,-78.896880
4990 Keystone Viaduct Western Maryland Railway Bridge Crossing a variety of features, the highlight of this bridge is the massive truss span over a railroad line. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 39.811138 -78.995951 Railroad (Great Allegheny Passage Rail-Trail) Railroad (CSX), PA-2006 (Glade City Road), and Flaugherty Creek Rural Somerset County, Pennsylvania Pennsylvania United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 1 Metal Deck Girder Fixed 0 0 1911 2003 Unknown 6 6 240 73.15 910 277.37 0 0 https://historicbridges.org/pennsylvania/keystoneviaduct/little_day7keystoneviaduct2249_small.jpg https://historicbridges.org/pennsylvania/keystoneviaduct/little_day7keystoneviaduct2249.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keystoneviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.811138,-78.995951
4991 Bethlehem Steel Company Foot Bridge Only one of the two spans of this foot bridge is historic, dating to when Bethlehem Steel Company constructed a new bridge for its workers. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. 40.336400 -78.924860 Pedestrian Walkway Conemaugh River Johnstown Cambria County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 5 2 0 0 1930 1977 Bethlehem Steel Company of Bethlehem, Pennsylvania 4 4 0 0 290 88.39 0 0 https://historicbridges.org/pennsylvania/johnstownfootbridge/little_day7johnstownfootbridge2747_small.jpg https://historicbridges.org/pennsylvania/johnstownfootbridge/little_day7johnstownfootbridge2747.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstownfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.336400,-78.924860
4993 Big Hickory Creek Railroad Bridge This rare pin-connected Warren truss bridge had a third riveted truss added in between the trusses long ago. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 35.658380 -85.802970 Railroad (Caney Fork and Western) Big Hickory Creek McMinnville Warren County, Tennessee Tennessee United States Metal Warren Pin-Connected Deck Truss Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/tennessee/bighickorycreekrailroadbridge/little_bighickorycreekrailroadbridge07150_small.jpg https://historicbridges.org/tennessee/bighickorycreekrailroadbridge/little_bighickorycreekrailroadbridge07150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/bighickorycreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.658380,-85.802970
4994 ! Jenkinsburg Bridge Bull Run Bridge A stunning bridge in a stunning setting, and a popular destination for locals, this bridge rewards all who undertake the adventurous drive to this bridge. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. 39.594780 -79.748310 Mt. Nebo - Bull Run Road (CR-14-4) Cheat River Rural Preston County, West Virginia West Virginia United States The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. Metal Pennsylvania Pin-Connected Through Truss Fixed 10 1 0 0 1912 0 Canton Bridge Company of Canton, Ohio 8 8 220 67.06 224.4 68.4 15.4 4.69 https://historicbridges.org/wvirginia/cr14_4mtnebobullrunroad/little_day7cr14_4mtnebobullrunroad3244_5_6_tonemappedv_small.jpg https://historicbridges.org/wvirginia/cr14_4mtnebobullrunroad/little_day7cr14_4mtnebobullrunroad3244_5_6_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr14_4mtnebobullrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.594780,-79.748310
4995 Rockville Mt. Nebo Road Bridge This beautiful truss bridge is deteriorated and appears sadly to be an example of how steel bridges do not weather as nicely as wrought iron. The technical description of the main or most noteworthy span of the bridge is a 84.6 ft (25.79 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. 39.621640 -79.704600 Rockville - Mt. Nebo Road (CR-14) Big Sandy Creek Rural Preston County, West Virginia West Virginia United States The road leading to this bridge is completely unimproved, composed of large boulders, and must be driven with great care. Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 1893 0 King Bridge Company of Cleveland, Ohio 7 8 84.6 25.79 149.3 45.51 11.2 3.41 https://historicbridges.org/wvirginia/cr14rockvillemtneboroad/little_day7cr14rockvillemtneboroad3386_7_8_tonemappedv_small.jpg https://historicbridges.org/wvirginia/cr14rockvillemtneboroad/little_day7cr14rockvillemtneboroad3386_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr14rockvillemtneboroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.621640,-79.704600
4996 Central Avenue Bridge This concrete arch bridge has been altered, but is an increasingly uncommon example of its type in the area. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.301840 -78.910930 Central Avenue (PA-403) Stonycreek River Johnstown Cambria County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1917 1973 Unknown 3 3 109 33.22 265 80.77 40.4 12.31 https://historicbridges.org/pennsylvania/johnstowncentralavenue/little_day7johnstowncentralavenue2822_small.jpg https://historicbridges.org/pennsylvania/johnstowncentralavenue/little_day7johnstowncentralavenue2822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnstowncentralavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.301840,-78.910930
4999 Thurmond Bridge Leading to a preserved ghost town, this unusual railroad bridge also has a one-lane vehicular roadway cantilevered off of the side of the bridge. The technical description of the main or most noteworthy span of the bridge is a 226 ft (68.88 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 37.955860 -81.078990 Railroad (CSX) and CR-25-2 New River Rural Fayette County, West Virginia West Virginia United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 10 1916 2016 Unknown 6 7 226 68.88 826.5 251.92 12 3.66 https://historicbridges.org/wvirginia/thurmond/little_day6thurmond3882_small.jpg https://historicbridges.org/wvirginia/thurmond/little_day6thurmond3882.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thurmond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.955860,-81.078990
5001 Prince Railroad Bridge This attractive railroad bridge is noted for its skew The technical description of the main or most noteworthy span of the bridge is a 228 ft (69.49 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 37.854100 -81.070280 Railroad (CSX) New River Rural Fayette County, West Virginia West Virginia United States Metal Parker Pin-Connected Through Truss Fixed 8 2 Metal Pratt Pin-Connected Through Truss Fixed 6 0 1899 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 228 69.49 708 215.8 0 0 https://historicbridges.org/wvirginia/thomasbedfordpughmemorialrr/little_day6thomasbedfordpughmemorialrr4008_small.jpg https://historicbridges.org/wvirginia/thomasbedfordpughmemorialrr/little_day6thomasbedfordpughmemorialrr4008.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thomasbedfordpughmemorialrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.854100,-81.070280
5002 Sutton Bridge With its combination of through and pony truss spans, this bridge is a great demonstration of a state-designed truss bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.663210 -80.710030 CR-19-40 (2nd Street) Elk River Sutton Braxton County, West Virginia West Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 2 1931 1991 American Bridge Company of New York, New York 5 6 180 54.86 369 112.47 30 9.14 https://historicbridges.org/wvirginia/sutton/little_day6sutton4242_small.jpg https://historicbridges.org/wvirginia/sutton/little_day6sutton4242.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/sutton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.663210,-80.710030
5003 Old Main Street Bridge Old Woman Run Bridge This historic truss bridge was left standing after it was replaced by a culvert. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 38.663970 -80.703170 Main Street (Sutton Dam Road, CR-19-27) Old Woman Run Rural Braxton County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1899 0 Canton Bridge Company of Canton, Ohio 7 7 99 30.18 101 30.78 10.8 3.29 https://historicbridges.org/wvirginia/suttondam/little_day6suttondam4171_small.jpg https://historicbridges.org/wvirginia/suttondam/little_day6suttondam4171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/suttondam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.663970,-80.703170
5004 New River Gorge Bridge Although of structurally modern design, this bridge gained a listing in the National Register of Historic Places due to its record-breaking span length. The technical description of the main or most noteworthy span of the bridge is a 1700 ft (518.16 m) metal two-hinged Braced Ribbed deck arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Michael Baker Jr. Inc.. 38.068850 -81.083200 US-19 (Mountaineer Expressway) New River Fayetteville Fayette County, West Virginia West Virginia United States Metal Braced Ribbed Two-Hinged Deck Arch Fixed 14 1 Metal Warren Bolt-Connected Deck Truss Fixed 6 9 1977 0 American Bridge Company of New York, New York Michael Baker Jr. Inc. 6 7 1700 518.16 3030.5 923.7 67.3 20.51 https://historicbridges.org/wvirginia/newrivergorge/main_small.jpg https://historicbridges.org/wvirginia/newrivergorge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/newrivergorge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.068850,-81.083200
5005 Fayette Station Bridge Tunney Hunsaker Bridge Nearly all of this historic bridge was replaced with modern materials that aside from the use of bolts, closely resemble the original bridge materials. The technical description of the main or most noteworthy span of the bridge is a 278.6 ft (84.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 38.064780 -81.077120 CR-82 (Fayette Station Road) New River Fayetteville Fayette County, West Virginia West Virginia United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 2 1889 1997 Virginia Bridge and Iron Company of Roanoke, Virginia 6 6 278.6 84.92 421 128.32 14.4 4.39 https://historicbridges.org/wvirginia/fayettestationbridge/little_fayettemarc88_small.jpg https://historicbridges.org/wvirginia/fayettestationbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/fayettestationbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.064780,-81.077120
5006 Rochester Beaver Bridge Configured as two parallel superstructures on a shared substructure, this is a later but increasing rare example of a deck cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 365.2 ft (111.31 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.699730 -80.290340 PA-51 (Pennsylvania Avenue) Beaver River, Railroad (Norfolk Southern), and PA-65 Rochester and Beaver Beaver County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Deck Truss Fixed 17 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 5 1963 2011 Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 6 6 365.2 111.31 993.2 302.73 60 18.29 https://historicbridges.org/pennsylvania/rochesterbeaver/little_day3beaverrochesterbridge9102_3_4_fused_small.jpg https://historicbridges.org/pennsylvania/rochesterbeaver/little_day3beaverrochesterbridge9102_3_4_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rochesterbeaver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.699730,-80.290340
5007 Monaca - East Rochester Bridge East Rochester Monaca Bridge Later examples of cantilever truss bridges such as this bridge are becoming increasingly rare and historically significant as older examples are replaced. The technical description of the main or most noteworthy span of the bridge is a 730 ft (222.5 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Michael Baker Jr. Inc.. 40.692580 -80.267380 PA-51 (Pennsylvania Avenue) Ohio River and Railroad (Norfolk Southern) Monaca and East Rochester Beaver County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 3 Metal Deck Girder Fixed 0 Continuous 6 1959 1993 American Bridge Company of New York, New York Michael Baker Jr. Inc. 7 6 730 222.5 2037 620.88 30 9.14 https://historicbridges.org/pennsylvania/monacaeastrochesterbridge/little_day3monacaeastrochesterbridge8311_small.jpg https://historicbridges.org/pennsylvania/monacaeastrochesterbridge/little_day3monacaeastrochesterbridge8311.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/monacaeastrochesterbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.692580,-80.267380
5008 Shippingport Bridge Midland - Shippingport Bridge This visually pleasing bridge is a rare example of an arched continuous truss, one that does not have a suspended deck. The technical description of the main or most noteworthy span of the bridge is a 620 ft (188.98 m) metal continuous (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michael Baker Jr. Inc.. 40.627440 -80.432750 PA-168 Ohio River and Railroad (Norfolk Southern) Shippingport and Midland Beaver County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 20 Continuous (Arched) 3 Metal Deck Girder Fixed 0 Continuous 3 1961 0 Unknown Michael Baker Jr. Inc. 6 6 620 188.98 1616 492.56 30 9.14 https://historicbridges.org/pennsylvania/shippingport/little_day3shippingport7616_small.jpg https://historicbridges.org/pennsylvania/shippingport/little_day3shippingport7616.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shippingport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.627440,-80.432750
5010 Beaver Railroad Overpass This is a nice looking and early surviving concrete arch bridge carrying a railroad over a railroad. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Cummings Structural Concrete Company of Pittsburgh, Pennsylvania (Robert A. Cummings). 40.695940 -80.295210 Railroad (CSX) Railroad (Norfolk Southern) Beaver Beaver County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1909 0 Cummings Structural Concrete Company of Pittsburgh, Pennsylvania (Robert A. Cummings) 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/beaverrailroadoverpass/little_day3beaverrailroadoverpass9195_small.jpg https://historicbridges.org/pennsylvania/beaverrailroadoverpass/little_day3beaverrailroadoverpass9195.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/beaverrailroadoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.695940,-80.295210
5011 ! Frankfort Road Bridge A classic example of 1930s truss bridge technology in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.654390 -80.350100 Frankfort Road (PA-18) Raccoon Creek Rural Beaver County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1932 1977 Unknown Pennsylvania State Highway Department 5 5 185 56.39 229 69.8 32.2 9.81 https://historicbridges.org/pennsylvania/frankfort/little_day3frankfortroad8996_small.jpg https://historicbridges.org/pennsylvania/frankfort/little_day3frankfortroad8996.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/frankfort/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.654390,-80.350100
5014 Rochester-Bridgewater Bridge This bridge is a pattern book of Pennsylvania State Highway Department truss designs. The technical description of the main or most noteworthy span of the bridge is a 367 ft (111.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.701270 -80.291650 Bridge Street (PA-4042) Beaver River and Railroad Rochester and Bridgewater Beaver County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 11 2 Metal Parker Rivet-Connected Pony Truss Fixed 8 1 1933 1977 Unknown Pennsylvania State Highway Department 6 5 367 111.86 648 197.51 32.5 9.91 https://historicbridges.org/pennsylvania/bridgewater/little_day3rochesterbridgewaterbridge7827_small.jpg https://historicbridges.org/pennsylvania/bridgewater/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgewater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.701270,-80.291650
5015 Ambridge Bridge Ambridge-Aliquippa Bridge / Ambridge-Woodlawn Bridge This gorgeous and unique multi-cantilever span design is a testimony to why Ambridge is even in existence! The technical description of the main or most noteworthy span of the bridge is a 530 ft (161.54 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by T. J. Wilkerson of Beaver Falls, Pennsylvania. 40.592280 -80.236870 11th Street Ohio River, PA-51, and Railroad Ambridge and Aliquippa Beaver County, Pennsylvania Pennsylvania United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 22 Cantilever 5 Metal Warren Rivet-Connected Pony Truss Fixed 8 5 1927 2013 American Bridge Company of New York, New York T. J. Wilkerson of Beaver Falls, Pennsylvania 8 8 530 161.54 1995.2 608.14 27 8.23 https://historicbridges.org/pennsylvania/ambridge/little_day3ambridge9203_small.jpg https://historicbridges.org/pennsylvania/ambridge/little_day3ambridge9203.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.592280,-80.236870
5016 Rochester-Beaver Railroad Bridge A large two-span railroad truss bridge crosses the Beaver River at the Ohio River. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 40.697980 -80.289330 Railroad (Norfolk Southern) Beaver River and Water Street Rochester and Beaver Beaver County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 2 0 1 1913 0 Unknown 6 6 330 100.58 660 201.17 0 0 https://historicbridges.org/pennsylvania/roch_beav_rr/little_day3rochesterbeaverrailroadbridge8000_small.jpg https://historicbridges.org/pennsylvania/roch_beav_rr/little_day3rochesterbeaverrailroadbridge8000.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roch_beav_rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.697980,-80.289330
5017 High Bridge This stunning bridge is really an 1848 stone arch bridge with a 1927 metal arch span replacing five spans. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 40.842250 -73.930520 Pedestrian Walkway (Closed, To Reopen Summer 2015) Harlem River New York The Bronx, New York and Manhattan, New York New York United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 10 1927 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 9 9 360 109.73 1450 441.96 0 0 https://historicbridges.org/newyork/highbridge/little_pict7258_small.jpg https://historicbridges.org/newyork/highbridge/little_pict7258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/highbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.842250,-73.930520
5019 McKeesport Railroad Bridge This is a late example of a steel truss bridge that uses rivets in its construction. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.350930 -79.870360 Railroad (CSX) Youghiogheny River McKeesport Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Bolt-Connected Through Truss Fixed 10 1 Metal Deck Girder Fixed 0 9 1968 0 Unknown 4 4 248 75.59 930 283.46 0 0 https://historicbridges.org/pennsylvania/mckeesportrailroad/little_day2mckeesportrailroad10241_small.jpg https://historicbridges.org/pennsylvania/mckeesportrailroad/little_day2mckeesportrailroad10241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mckeesportrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350930,-79.870360
5020 River Road Ramp Bridge A traditional highway over railroad plate girder in Pennsylvania, this bridge connects to the larger and more significant historic arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.350190 -79.871660 River Road Ramp Railroad (CSX) McKeesport Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1945 0 Unknown 2 2 80 24.38 83 25.3 28 8.53 https://historicbridges.org/pennsylvania/mckeesportriverroad/little_day2mckeesportriverroad10177_small.jpg https://historicbridges.org/pennsylvania/mckeesportriverroad/little_day2mckeesportriverroad10177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mckeesportriverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350190,-79.871660
5021 Riverton Bridge McKeesport Connecting Railroad Bridge This beautiful truss bridge with its long 19th Century truss spans has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.356880 -79.847570 Railroad (Steel Heritage Trail, Great Allegheny Passage Rail-Trail) Monogahela River and Railroad Duquesne and McKeesport Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 12 1 Metal Pratt Pin-Connected Deck Truss Fixed 8 0 1891 2008 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 8 8 340 103.63 1570 478.54 0 0 https://historicbridges.org/pennsylvania/rivertonbridge/little_day2rivertonbridge9844_5_6_tonemapped_small.jpg https://historicbridges.org/pennsylvania/rivertonbridge/little_day2rivertonbridge9844_5_6_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rivertonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.356880,-79.847570
5022 ! Drake Road Bridge This bridge is an excellent example of a lattice guardrail beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.336910 -82.287130 Drake Road Raleigh Plains Drain (Jeannettes Creek) Rural Chatham-Kent Region, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1947 0 Unknown 3 4 52.8 16.09 105.6 32.19 23 7.01 https://historicbridges.org/beam/drake/bkg_ontario21_small.jpg https://historicbridges.org/beam/drake/ontario071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=beam/drake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336910,-82.287130
5023 Eufaula Railroad Bridge This impressive bridge is one of the only historic bridges in the region. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. 31.883350 -85.129470 Railroad (Central of Georgia Railway) Chattahoochee River (Walter F George Lake) Eufaula Barbour County, Alabama and Quitman County, Georgia Alabama and Georgia United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 16 2 0 2 1962 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/georgia/eufaula/little_057_small.jpg https://historicbridges.org/georgia/eufaula/little_057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/eufaula/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.883350,-85.129470
5024 American Steel and Wire Company - Central Furnaces Bridge This bridge has had its westerly approach completely removed, leaving a bridge to nowhere. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 41.484880 -81.675530 Abandoned Access Railroad (Norfolk Southern) Cleveland Cuyahoga County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 5 5 140 42.67 0 0 0 0 https://historicbridges.org/ohio/abandonhighway/bkg_cleveland150_small.jpg https://historicbridges.org/ohio/abandonhighway/cleveland0269.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/abandonhighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484880,-81.675530
5025 Central of Georgia 1860 Viaduct Turner House Bridge Built just before the Civil War, this is the newer of two rare brick arch bridges, and has been reused for pedestrians and to house a building. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The deck of this bridge is reportedly open to SCAD students only. 32.078300 -81.103310 Railroad (Rail-Trail, Former Central of Georgia) Savannah – Ogeechee Barge Canal and West Boundary Street Savannah Chatham County, Georgia Georgia United States The deck of this bridge is reportedly open to SCAD students only. Brick Elliptical Deck Arch Fixed 0 4 0 0 1860 0 Unknown 8 9 48 14.63 241.2 73.52 31.2 9.51 https://historicbridges.org/georgia/cg1860bridge/little_cg1860bridge04491_2_3_tonemapped_small.jpg https://historicbridges.org/georgia/cg1860bridge/little_cg1860bridge04491_2_3_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/cg1860bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.078300,-81.103310
5026 Tomhannock Creek Railroad Bridge An unusual arch bridge was one of a number built by the Fitchburg Railroad. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 42.891220 -73.608860 Railroad (Former Fitchburg Railroad) Tomhannock Creek Schaghticoke Rensselaer County, New York New York United States Stone Segmental Deck Arch Fixed 0 1 0 0 1900 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/newyork/tomhannock/little_sany0189_small.jpg https://historicbridges.org/newyork/tomhannock/little_sany0189.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/tomhannock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.891220,-73.608860
5027 Charlotte Highway Bridge Centerline Bridge This is one of only three Whipple trusses in Michigan and was moved to Historic Bridge Park where it is part of an iconic entrance to the park. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Buckeye Bridge Works of Cleveland, Ohio. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Charlotte Highway, Ionia County, Michigan, 42.291340 -85.114920 Bridge Park Trail Bridge Park Drive Rural Calhoun County, Michigan Michigan United States The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Charlotte Highway, Ionia County, Michigan, Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1886 2007 Buckeye Bridge Works of Cleveland, Ohio 8 9 173 52.73 176.8 53.89 14.4 4.39 https://historicbridges.org/truss/charlotte/little_p2280944_small.jpg https://historicbridges.org/truss/charlotte/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/charlotte/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.291340,-85.114920
5029 Bauer Road Bridge One of the oldest truss bridges in Michigan, this ornate bridge was moved to Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Looking Glass River on Bauer Road, Clinton County, Michigan. 42.291340 -85.113190 Bridge Park Trail Dickinson Creek Rural Calhoun County, Michigan Michigan United States The above map shows the current location of the bridge. The bridge originally crossed the Looking Glass River on Bauer Road, Clinton County, Michigan. Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1880 0 Penn Bridge Company of Beaver Falls, Pennsylvania 7 8 89 27.13 89 27.13 16 4.88 https://historicbridges.org/truss/bauer/little_p2280856_small.jpg https://historicbridges.org/truss/bauer/little_p2280856.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/bauer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.291340,-85.113190
5031 Gale Road Bridge This rare skewed through truss was moved to Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Gale Road, Ingham County, Michigan 42.290770 -85.113570 Bridge Park Trail Dickinson Creek Rural Calhoun County, Michigan Michigan United States The above map shows the current location of the bridge. The bridge originally crossed the Grand River on Gale Road, Ingham County, Michigan Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1897 0 Lafayette Bridge Company of Lafayette, Indiana 7 8 118 35.97 118 35.97 14.4 4.39 https://historicbridges.org/truss/gale/little_p2280792_small.jpg https://historicbridges.org/truss/gale/little_p2280792.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/gale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290770,-85.113570
5032 20 Mile Road Bridge This riveted pony truss was moved to Historic Bridge Park where it has been preserved. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the St. Joseph River on 20 Mile Road, Calhoun County, Michigan 42.290560 -85.113980 Bridge Park Trail Dickinson Creek Rural Calhoun County, Michigan Michigan United States The above map shows the current location of the bridge. The bridge originally crossed the St. Joseph River on 20 Mile Road, Calhoun County, Michigan Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1906 0 Unknown 6 6 64 19.51 64 19.51 15.4 4.69 https://historicbridges.org/truss/20mile/little_p2280702_small.jpg https://historicbridges.org/truss/20mile/little_p2280702.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/20mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290560,-85.113980
5033 133rd Avenue Bridge This impressive half-hip Pratt pony was moved to Historic Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Michigan Bridge Company of Portland, Michigan. Special note about bridge location: The above map shows the current location of the bridge. The bridge originally crossed the Rabbit River on 133rd Avenue, Allegan County, Michigan 42.290570 -85.114640 Bridge Park Trail Dickinson Creek Rural Calhoun County, Michigan Michigan United States The above map shows the current location of the bridge. The bridge originally crossed the Rabbit River on 133rd Avenue, Allegan County, Michigan Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1897 1999 Michigan Bridge Company of Portland, Michigan 6 8 64 19.51 66 20.12 14 4.27 https://historicbridges.org/truss/133rd/little_p2280677_small.jpg https://historicbridges.org/truss/133rd/little_p2280677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/133rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290570,-85.114640
5034 Marantette Bridge Railroad Street Bridge This bridge deserves to be restored as it is an unaltered pin-connected Pratt truss of considerable span length. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 42.000060 -85.458200 Railroad Street St. Joseph River Mendon St. Joseph County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio 7 8 139 42.37 141 42.98 16 4.88 https://historicbridges.org/truss/railroad/little_p1810375_small.jpg https://historicbridges.org/truss/railroad/little_p1810492.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/railroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.000060,-85.458200
5040 Burk's Bridge Concession Road 5 Bridge This beautiful concrete bowstring arch bridge is a heritage bridge that appears to remain in good condition. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by R. A. Blyth. The bridge was primarily designed by W. A. Spellman. 44.093400 -79.918820 Concession Road 5 Nottawasaga River Rural Simcoe County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1934 0 R. A. Blyth W. A. Spellman 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionroad5/little_p1560694_small.jpg https://historicbridges.org/ontario/concessionroad5/little_p1560694.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.093400,-79.918820
5042 Panther Hollow Bridge One of two rare and impressive deck arch bridges in Schenley Park that feature stone arch approach spans as well. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Shultz Bridge and Iron Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Henry B. Rust. 40.437020 -79.946710 Schenley Drive Panther Hollow Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 1 Stone Elliptical Deck Arch Fixed 0 4 1897 1999 Shultz Bridge and Iron Works of Pittsburgh, Pennsylvania Henry B. Rust 9 9 360 109.73 640 195.07 39 11.89 https://historicbridges.org/pennsylvania/pantherhollow/little_pict5351_small.jpg https://historicbridges.org/pennsylvania/pantherhollow/little_pict5351.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pantherhollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.437020,-79.946710
5047 Neville Island Railroad Bridge Pittsburgh, Chartiers and Youghiogheny Railroad Bridge This bridge is unusual because it includes both a Pennsylvania and double-intersection Warren truss span. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.492230 -80.082150 Railroad (Ohio Central) Ohio River Back Channel Neville Township Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 1 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 0 1894 0 Unknown 8 7 260 79.25 800 243.84 0 0 https://historicbridges.org/pennsylvania/nevilleislandrr/bkg_swpenn0239_small.jpg https://historicbridges.org/pennsylvania/nevilleislandrr/swpenn070256.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nevilleislandrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.492230,-80.082150
5048 Jackson Street Bridge Bridge Street Bridge This beautiful bridge is one of the narrower two-lane Scherzer rolling lift bridges in Joliet. The technical description of the main or most noteworthy span of the bridge is a 166 ft (50.6 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Mississippi Valley Structural Steel Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.531780 -88.084730 Jackson Street (Bridge Street) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 2 1933 1985 Mississippi Valley Structural Steel Company Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 166 50.6 284 86.56 24 7.32 https://historicbridges.org/illinois/jackson/little_pict0803_small.jpg https://historicbridges.org/illinois/jackson/little_pict0803.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jackson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.531780,-88.084730
5049 Cass Street Bridge One of the two truss bascule bridges that each carry a direction of US-30 The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal rivet-connected Pratt through truss, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Independent Bridge Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.527730 -88.086230 Westbound US-30 (Cass Street, Western Avenue) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Movable: Double Leaf Bascule Rolling Lift 0 1 0 4 1933 1985 Independent Bridge Company of Pittsburgh, Pennsylvania Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 174 53.04 294 89.61 42 12.8 https://historicbridges.org/illinois/cass/little_pict0801_small.jpg https://historicbridges.org/illinois/cass/little_pict0801.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527730,-88.086230
5050 Ruby Street Bridge Historic US Route 66 Bridge This is Joliet's only trunnion bascule bridge, and it is part of old US-66. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) metal rivet-connected Pratt pony truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.536630 -88.082970 Historic US-66 (Ruby Street, Columbia Street, IL-53) Des Plaines River Joliet Will County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 0 3 1935 1972 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 257 78.33 396 120.7 44 13.41 https://historicbridges.org/illinois/ruby/little_pict0827_small.jpg https://historicbridges.org/illinois/ruby/little_pict0827.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ruby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.536630,-88.082970
5051 Belle Isle Bridge Douglas MacArthur Bridge A rare centilevered concrete arch, this is the longest concrete deck arch bridge in Michigan, over 2000 feet in length and 19 spans! The technical description of the main or most noteworthy span of the bridge is a 134.8 ft (41.09 m) concrete cantilever Open Spandrel deck arch, fixed. The bridge was primarily built by Greiling Brothers Construction Company of Green Bay, Wisconsin. The bridge was primarily designed by Lewis Merritt Gram. 42.342430 -82.998490 East Grand Boulevard Detroit River Detroit Wayne County, Michigan Michigan United States Concrete Open Spandrel Deck Arch Fixed 0 Cantilever 19 0 0 1923 1998 Greiling Brothers Construction Company of Green Bay, Wisconsin Lewis Merritt Gram 8 9 134.8 41.09 2356 718.11 61 18.59 https://historicbridges.org/other/belle/little_dscf7725_small.jpg https://historicbridges.org/other/belle/little_zimg2022_20220529_102614.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/belle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.342430,-82.998490
5052 ! Sugarcreek Railroad Bridge This is a beautiful railroad bridge with attractive portal and sway bracing, and is located right next to a highway truss! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.418660 -79.875680 Railroad (Norfolk Southern, Former Atlantic and Great Western) Sugar Creek Sugarcreek Venango County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sugarcreekrr/little_pict8238_small.jpg https://historicbridges.org/pennsylvania/sugarcreekrr/little_pict8238.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sugarcreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.418660,-79.875680
5059 Dorset Bridge This bridge is noted for its very unusual hump-back design, which increased clearance for boats. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Western Bridge and Equipment Company of Chatham, Ontario. 45.245210 -78.894260 Main Street (CR-39) Dorset Narrows Dorset Muskoka District, Ontario and Haliburton County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1907 2017 Western Bridge and Equipment Company of Chatham, Ontario 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/dorset/little_img_4573_small.jpg https://historicbridges.org/ontario/dorset/little_img_4573.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dorset/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.245210,-78.894260
5063 McPherson Bridge Concession Road 8 Bridge One of two nearly identical bridges in Bruce County, that likely share a common history, and otherwise may be unique among bridges in Canada. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Lattice (Quadruple Warren) pony truss, fixed. The bridge was primarily built by Unknown. 44.010310 -81.352580 Concession Road 8 Teeswater River South Bruce Bruce County, Ontario Ontario Canada Metal Lattice (Quadruple Warren) Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 9 9 110 33.53 110 33.53 0 0 https://historicbridges.org/ontario/concessionroad8/little_concessionroad80518_small.jpg https://historicbridges.org/ontario/concessionroad8/little_concessionroad80584.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad8/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.010310,-81.352580
5066 Prospect Street Bridge This non-historic modern truss bridge provides a dialog on the ethics of modern truss bridge use. The technical description of the main or most noteworthy span of the bridge is a 266.7 ft (81.29 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.164770 -78.700940 Prospect Street Erie Canal (New York State Barge Canal) Lockport Niagara County, New York New York United States Metal Warren Bolt-Connected Through Truss Fixed 0 1 0 0 2005 0 American Bridge Company of New York, New York 0 0 266.7 81.29 272.7 83.12 29.5 8.99 https://historicbridges.org/truss/prospect/little_pict6288_small.jpg https://historicbridges.org/truss/prospect/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/prospect/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.164770,-78.700940
5072 Concession Road 8 Bridge This bridge is a rare pin-connected truss bridge and has some unusual details. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.174960 -81.262980 Concession Road 8 Teeswater River Brockton Bruce County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionroad8chepstow/little_concessionroad8chepstow0762_small.jpg https://historicbridges.org/ontario/concessionroad8chepstow/little_concessionroad8chepstow0762.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad8chepstow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.174960,-81.262980
5073 Sanctuary Line Bridge This rare pin-connected truss bridge is abandoned in a nature preserve. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.614110 -81.461310 Sanctuary Line South Maitland River Central Huron Huron County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 8 7 0 0 0 0 0 0 https://historicbridges.org/ontario/sanctuaryline/little_img_1468_small.jpg https://historicbridges.org/ontario/sanctuaryline/little_img_1468.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sanctuaryline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.614110,-81.461310
5074 Abraham Line Bridge This is a good example of a distinctive style of bridge found in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.844580 -81.287820 Abraham Line Little Maitland River Morris-Turnberry Huron County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Hamilton Bridge Company of Hamilton, Ontario 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/abrahamline/little_img_1599_small.jpg https://historicbridges.org/ontario/abrahamline/little_img_1599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abrahamline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.844580,-81.287820
5075 Pump Station Road Bridge Hawkins Bridge Built by a prominent regional company, this bridge with a rare truss configuration is in very poor condition. The technical description of the main or most noteworthy span of the bridge is a 155.8 ft (47.49 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 39.997370 -80.040850 Pump Station Road (TR-659) Tenmile Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 10 1 0 0 1902 1919 Nelson and Buchanan of Chambersburg, Pennsylvania 8 7 155.8 47.49 159 48.46 14.4 4.39 https://historicbridges.org/pennsylvania/pumpstation/little_dscf6004_small.jpg https://historicbridges.org/pennsylvania/pumpstation/little_dscf6004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pumpstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.997370,-80.040850
5077 Whiskey Run Viaduct Norfolk and Western Railway Bridge This unusual continuous truss bridge should be a familiar sight to anyone entering or leaving the Pittsburgh area via I-376. The technical description of the main or most noteworthy span of the bridge is a metal continuous (straight chords) rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by Unknown. 40.410760 -80.073700 Railroad (Norfolk Southern, Wheeling and Lake Erie) I-376 (Parkway West) Carnegie Allegheny County, Pennsylvania Pennsylvania United States Metal Modified Warren (Subdivided) Rivet-Connected Deck Truss Fixed 0 Continuous (Straight Chords) 0 Metal Deck Girder Fixed 0 0 1904 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/norfolkwestern376/little_p1200716_small.jpg https://historicbridges.org/pennsylvania/norfolkwestern376/little_p1200716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/norfolkwestern376/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.410760,-80.073700
5078 B Line Bridge This small, traditionally composed structure is largely unaltered. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.381540 -81.275530 B Line Snake Creek Arran-Elderslie Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/bline/little_p1020375_small.jpg https://historicbridges.org/ontario/bline/little_p1020375.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.381540,-81.275530
5079 Snake Creek Private Bridge This bridge stands out as significant as a documented surviving example of a product by a small, little-known bridge builder. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Corbet Foundry and Machine Company of Owen Sound, Ontario. Special note about bridge location: This bridge appears to be on a private drive, however it is viewable from the adjacent public road. 44.362660 -81.200120 Private Drive Snake Creek Arran-Elderslie Bruce County, Ontario Ontario Canada This bridge appears to be on a private drive, however it is viewable from the adjacent public road. Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1912 0 Corbet Foundry and Machine Company of Owen Sound, Ontario 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/concession10private/little_p1020346_small.jpg https://historicbridges.org/ontario/concession10private/little_p1020346.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession10private/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.362660,-81.200120
5080 Youngs Bridge North This bridge is one of two nearly identical bridges on the same road crossing the same creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 44.361560 -81.191590 Sideroad 15 Snake Creek Arran-Elderslie Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1939 0 Ontario Bridge Company of Toronto, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/youngs_north/little_p1020314_small.jpg https://historicbridges.org/ontario/youngs_north/little_p1020314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngs_north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.361560,-81.191590
5081 Youngs Bridge South This bridge is one of two nearly identical bridges on the same road crossing the same creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 44.359900 -81.191090 Sideroad 15 Snake Creek Arran-Elderslie Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1939 0 Ontario Bridge Company of Toronto, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/youngs_south/little_p1020263_small.jpg https://historicbridges.org/ontario/youngs_south/little_p1020263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/youngs_south/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.359900,-81.191090
5082 Invermay Bridge This is a very short example of a subdivided double-intersection Warren truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 44.462820 -81.148540 Concession Road 6 Sauble River Invermay (Arran-Elderslie) Bruce County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concession6/little_p1020112_small.jpg https://historicbridges.org/ontario/concession6/little_p1020112.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.462820,-81.148540
5083 Arranvale Bridge Stan Dolphin Memorial Bridge This pony truss is located in a scenic setting right on a bend in the road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.453330 -81.147420 Mill Road Sauble River Arranvale (Arran-Elderslie) Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/millroad/little_p1020166_small.jpg https://historicbridges.org/ontario/millroad/little_p1020166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/millroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.453330,-81.147420
5084 McCurdy Bridge This extremely unusual, significant, and impressive bridge has a highly unusual floorbeam and bottom chord design. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Standard Steel Construction Company of Port Robinson, Ontario. 44.267540 -81.215590 Brant-Elderslie Townline Saugeen River Arran-Elderslie Bruce County, Ontario Ontario Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 0 0 1913 0 Standard Steel Construction Company of Port Robinson, Ontario 9 9 213 64.92 215 65.53 14.8 4.51 https://historicbridges.org/ontario/branteldersliesaugeen/little_img_1982_small.jpg https://historicbridges.org/ontario/branteldersliesaugeen/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/branteldersliesaugeen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.267540,-81.215590
5085 Sideroad 25 Bridge This bridge is a noteworthy documented example of a bridge built by one of a number of smaller Ontario bridge builders. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. 44.295840 -81.121160 Sideroad 25 North Saugeen River Arran-Elderslie Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Dickson Bridge Works Company of Campbellford, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/sideroad25/little_p1020842_small.jpg https://historicbridges.org/ontario/sideroad25/little_p1020842.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad25/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.295840,-81.121160
5086 Chesley Railway Bridge This high level railroad bridge made from British steel has been converted to a trail for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 44.297910 -81.100610 Railroad (Chesley Heritage Rail-Trail) North Saugeen River Chesley (Arran-Elderslie) Bruce County, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/chesleyrailway/little_p1020949_small.jpg https://historicbridges.org/ontario/chesleyrailway/little_p1020949.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chesleyrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.297910,-81.100610
5087 Chesley Bridge Currently serving a non-motorized trail, this bridge is today the last remaining truss bridge in Chesley, following demolition of another truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.298480 -81.099680 Chesley Heritage Trail North Saugeen River Chesley (Arran-Elderslie) Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/chesley/little_p1020930_small.jpg https://historicbridges.org/ontario/chesley/little_p1020930.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chesley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.298480,-81.099680
5088 Kolb Bridge A traditional riveted Pratt truss on a seasonal road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Note that snow is not removed from this road in the winter. 44.409630 -81.380800 Sideroad 13/14 (Sideroad 10) Mill Creek Saugeen Shores Bruce County, Ontario Ontario Canada Note that snow is not removed from this road in the winter. Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/brucemillcreek/little_p1010990_small.jpg https://historicbridges.org/ontario/brucemillcreek/little_p1010990.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brucemillcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.409630,-81.380800
5089 CR-3 Bridge This bridge with its attractive railings bypassed an older and more significant heritage bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.456100 -81.326040 CR-3 Saugeen River Saugeen Shores Bruce County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/cr3/little_p1020098_small.jpg https://historicbridges.org/ontario/cr3/little_p1020098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.456100,-81.326040
5090 Old CR-3 Bridge Although Bruce County has an impressive collection of riveted truss bridges, this one stands out for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.456570 -81.325970 CR-3 (Old Alignment) Saugeen River Saugeen Shores Bruce County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 2 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/oldcr3/little_p1020035_small.jpg https://historicbridges.org/ontario/oldcr3/little_p1020035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldcr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.456570,-81.325970
5091 Bruce-Saugeen Townline Bridge CR-11 Bridge This bridge has the appearance of an unusual pony truss with vertical members, but it appears that the bridge was not always this way. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.362580 -81.411820 Bruce-Saugeen Townline (CR-11) Mill Creek Saugeen Shores Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/ontario/cr11/little_p1010890_small.jpg https://historicbridges.org/ontario/cr11/little_p1010890.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cr11/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.362580,-81.411820
5095 Dudgeon Bridge This bridge is noted for its extremely unusual and innovative truss span, which was relocated here to replace a previous span. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Lattice (Quadruple Warren) pony truss, fixed. The bridge was primarily built by Hugh Watt and Thomas French Pearse. 44.241200 -81.261060 Greenock-Brant Road Teeswater River Brockton Bruce County, Ontario Ontario Canada Metal Lattice (Quadruple Warren) Rivet-Connected Pony Truss Fixed 0 1 Concrete Slab Fixed 0 2 0 0 Hugh Watt and Thomas French Pearse 9 9 110 33.53 160 48.77 0 0 https://historicbridges.org/ontario/dudgeonbridge/little_dudgeonbridge0799_small.jpg https://historicbridges.org/ontario/dudgeonbridge/little_dudgeonbridge0799.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dudgeonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.241200,-81.261060
5096 Sideroad 5 Bridge A hidden suprise around a couple curves in the road, this small, attractive pony truss turns an otherwise typical rural Ontario sideroad into something special. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.311640 -81.229340 Sideroad 5 North Saugeen River Arran-Elderslie Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/sideroad5/little_p1020485_small.jpg https://historicbridges.org/ontario/sideroad5/little_p1020485.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.311640,-81.229340
5098 Southampton Bridge A rare, and relatively late example of continuous deck bridge construction. The technical description of the main or most noteworthy span of the bridge is a metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Reginald Arthur Blyth. 44.500300 -81.367960 KH-21 (Albert Street) Saugeen River Southampton (Saugeen Shores) Bruce County, Ontario Ontario Canada Metal Warren Bolt-Connected Deck Truss Fixed 14 Continuous 3 0 0 1959 0 Unknown Reginald Arthur Blyth 5 7 0 0 450 137.16 0 0 https://historicbridges.org/truss/southampton/little_pict1191_small.jpg https://historicbridges.org/truss/southampton/little_pict1191.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/southampton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.500300,-81.367960
5099 Ira Lake Road Bridge A tiny bridge sits tucked away on a scenic rural road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.063520 -81.409470 Ira Lake Road Spring Creek Northern Bruce Penninsula Bruce County, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 1920 0 Unknown 2 6 0 0 0 0 0 0 https://historicbridges.org/concrete/iralake/bkg_ont09_small.jpg https://historicbridges.org/concrete/iralake/ontario54.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=concrete/iralake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.063520,-81.409470
5100 Concession Road 18 Bridge Painted red, this pony truss is a beautiful feature of this road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.121880 -80.946450 Concession Road 18 Beatty Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concession18/little_p1030069_small.jpg https://historicbridges.org/ontario/concession18/little_p1030069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession18/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.121880,-80.946450
5101 ! Orchardville Bridge Although deteriorated, this beautiful rainbow arch bridge remains in place for non-motorized use on old highway alignment. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 44.065370 -80.793370 Orchardville Sideroad (Old KH-6) Beatty Saugeen River Orchardville (Southgate) Grey County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1928 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/orchardville/little_p1030167_small.jpg https://historicbridges.org/ontario/orchardville/little_p1030167.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/orchardville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.065370,-80.793370
5102 Schoen Bridge Concession 2 WGR Bridge This pony truss bridge also features an approach span which is a rolled i-beam girder. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.973050 -80.798010 Concession 2 WGR South Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Deck Girder Fixed 0 1 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concession2wgr/little_p1030284_small.jpg https://historicbridges.org/ontario/concession2wgr/little_p1030284.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession2wgr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.973050,-80.798010
5105 Bannerman Bridge This is a later but traditional example of a riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 44.069040 -81.337430 Concession Road 14 Teeswater River South Bruce Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1939 0 Ontario Bridge Company of Toronto, Ontario 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionroad14/little_img_1759_small.jpg https://historicbridges.org/ontario/concessionroad14/little_img_1759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad14/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.069040,-81.337430
5107 Sideroad 25 Bridge Concrete girder bridges such as this one are uncommon in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.995030 -81.337380 Sideroad 25 N Teeswater River South Bruce Bruce County, Ontario Ontario Canada Concrete Through Girder Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/sideroad25southbruce/little_img_1693_small.jpg https://historicbridges.org/ontario/sideroad25southbruce/little_img_1693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad25southbruce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.995030,-81.337380
5109 10th Line Bridge This skewed pony truss has been closed to vehicular traffic but remains open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.541530 -80.468590 10th Line Beaver River Clarksburg (The Blue Mountains) Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/10thlineclarksburg/little_10thlineclarksburg1776_small.jpg https://historicbridges.org/ontario/10thlineclarksburg/little_10thlineclarksburg1776.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/10thlineclarksburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.541530,-80.468590
5110 Hudson Bridge This bridge is a rare surviving example of a bridge built by the Corbet Foundry and Machine Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Corbet Foundry and Machine Company of Owen Sound, Ontario. 44.131520 -80.972650 10th Sideroad SDR Beatty Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1913 1998 Corbet Foundry and Machine Company of Owen Sound, Ontario 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/10thsideroadsdr/little_10thsideroadsdr1137_small.jpg https://historicbridges.org/ontario/10thsideroadsdr/little_10thsideroadsdr1137.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/10thsideroadsdr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.131520,-80.972650
5112 Artemesia Glenelg Townline Bridge This small riveted pony truss sits on the edge of the small community of Priceville. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.209090 -80.631320 Artemesia Glenelg Townline Saugeen River Priceville (Grey Highlands and West Grey) Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 2001 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/artemesiaglenelgtownline/little_artemesiaglenelgtownline1604_small.jpg https://historicbridges.org/ontario/artemesiaglenelgtownline/little_artemesiaglenelgtownline1604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/artemesiaglenelgtownline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.209090,-80.631320
5113 Baptist Church Road Bridge This little riveted pony truss is a pleasant suprise for anyone who appreciates an interesting drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.224680 -80.725340 Baptist Church Road Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/baptistchurchroad/little_img_2247_small.jpg https://historicbridges.org/ontario/baptistchurchroad/little_img_2247.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/baptistchurchroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.224680,-80.725340
5114 Concession Road 4 Bridge This pony truss fits in nicely with the rural, undeveloped wooded setting it resides in. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.231160 -80.714500 Concession Road 4 Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1930 1997 Unknown 5 5 98 29.87 98 29.87 0 0 https://historicbridges.org/ontario/concession4glenelgcentre/little_concession4glenelgcentre1496_7_8balanced_small.jpg https://historicbridges.org/ontario/concession4glenelgcentre/little_concession4glenelgcentre1496_7_8balanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession4glenelgcentre/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.231160,-80.714500
5115 McQuarrie Bridge This bridge retains a builder plaque, that may suggest a common builder for other bridges in the area with similar details but no plaques. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 44.218460 -80.664500 North Line Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1928 0 Ontario Bridge Company of Toronto, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/northlineroadmiddle/little_northlineroadmiddle1555_6_7fusionnat_small.jpg https://historicbridges.org/ontario/northlineroadmiddle/little_northlineroadmiddle1555_6_7fusionnat.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northlineroadmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.218460,-80.664500
5116 North Line Bridge This simple bridge is a regionally rare example of a concrete deck arch bridge and appears to be a very old example as well. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.215260 -80.692390 North Line Saugeen River West Grey Grey County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/northlineroadwest/little_northlineroadwest1538_small.jpg https://historicbridges.org/ontario/northlineroadwest/little_northlineroadwest1538.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northlineroadwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.215260,-80.692390
5118 Kennedy Bridge This unaltered pony truss bridge has been closed to traffic and therefore has an uncertain future. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.183810 -80.944990 Concession Road 2 NDR Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1920 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionroad2ndr/little_concessionroad2ndr1351_small.jpg https://historicbridges.org/ontario/concessionroad2ndr/little_concessionroad2ndr1351.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad2ndr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.183810,-80.944990
5119 Concession Road 4 NDR Bridge This is a nice riveted through truss in an area whose surviving truss population is mostly pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.210040 -80.902680 Concession Road 4 NDR Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionroad4ndr/little_concessionroad4ndr1394_small.jpg https://historicbridges.org/ontario/concessionroad4ndr/little_concessionroad4ndr1394.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad4ndr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.210040,-80.902680
5120 Saugeen Cedars Bridge Hawk's Crossing This unique bridge serves a campground which acquired and relocated a couple different truss spans to form a single bridge here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Note that this bridge is located in a campground and not on a public road. Please respect the rights and rules of the owner. 44.161810 -80.961610 Campground Road Saugeen River West Grey (Near Hanover) Grey County, Ontario Ontario Canada Note that this bridge is located in a campground and not on a public road. Please respect the rights and rules of the owner. Metal Warren Rivet-Connected Pony Truss Fixed 5 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/saugeencedarsbridge/little_img_2118_small.jpg https://historicbridges.org/ontario/saugeencedarsbridge/little_img_2118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/saugeencedarsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.161810,-80.961610
5121 Old Bridge Road Bridge This bridge is today closed and essentially bypassed by a nearby highway, but before being closed it took a beating from trucks! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.160530 -80.949970 Old Bridge Road Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/oldbridgeroad/little_oldbridgeroad1314_small.jpg https://historicbridges.org/ontario/oldbridgeroad/little_oldbridgeroad1314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.160530,-80.949970
5122 Schenk Bridge This is a locally uncommon example of a lightweight pony truss design composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.192480 -80.856510 Concession Road 2 WGR Saugeen River West Grey (Near Durham) Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/schenkbridge/little_schenkbridge1445_6_7balanced_small.jpg https://historicbridges.org/ontario/schenkbridge/little_schenkbridge1445_6_7balanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/schenkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.192480,-80.856510
5123 Euphrasia St. Vincent Townline Bridge This is a small unaltered concrete bridge on a dead end road. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.535760 -80.510110 Euphrasia St. Vincent Townline Grier Creek Meaford and Grey Highlands Grey County, Ontario Ontario Canada Concrete T-Beam Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/ontario/euphrasiastvincenttownline/little_euphrasiastvincenttownline1756_small.jpg https://historicbridges.org/ontario/euphrasiastvincenttownline/little_euphrasiastvincenttownline1756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/euphrasiastvincenttownline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.535760,-80.510110
5124 Harriston Road Bridge Multi-span rigid-frame bridges like this one are less common than single span examples in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.868690 -81.159710 Harriston Road (CR-87, Former KH-87) Maitland River Wroxeter (Howick Township) Huron County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 3 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/ontario/harristonroadbridge/little_harristonroadbridge0469_small.jpg https://historicbridges.org/ontario/harristonroadbridge/little_harristonroadbridge0469.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/harristonroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.868690,-81.159710
5125 Londesborough Bridge This is an extremely rare example of a rural open-spandrel concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.693380 -81.484210 CR-4 (Former KH-4) South Maitland River Londesborough Huron County, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Deck Girder Fixed 0 2 1933 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/kh4londesborough/little_kh4londesborough0196_small.jpg https://historicbridges.org/ontario/kh4londesborough/little_kh4londesborough0196.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh4londesborough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.693380,-81.484210
5126 ! Kinburn Line Bridge Retaining original gas pipe railings, this riveted pony truss is in good condition and is noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.565980 -81.472190 Kinburn Line Bayfield River Huron East Huron County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/kinburnline/little_kinburnline0095_small.jpg https://historicbridges.org/ontario/kinburnline/little_kinburnline0095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kinburnline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.565980,-81.472190
5127 MacDonald Road Bridge This bridge is noteworthy as a documented example of a bridge built by the Stratford Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Stratford Bridge Company of Stratford, Ontario. 43.372520 -81.556930 MacDonald Road Black Creek Bluewater Huron County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Stratford Bridge Company of Stratford, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/macdonaldline/little_macdonaldline0002_small.jpg https://historicbridges.org/ontario/macdonaldline/little_macdonaldline0002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/macdonaldline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.372520,-81.556930
5128 Pont de Québec Quebec Bridge One of the most significant and impressive historic bridges in the world, the longest cantilever truss bridge span on the planet! The technical description of the main or most noteworthy span of the bridge is a 1800 ft (548.64 m) metal cantilever pin-connected K-Truss through truss, fixed. The bridge was primarily built by St. Lawrence Bridge Company of Montréal, Québec. The bridge was primarily designed by George Herrick Duggan, Ralph Modjeski, and Others. 46.745350 -71.287660 QC-175 and Railroad (Canadian National) St. Lawrence River (Fleuve Saint-Laurent) Québec City and Lévis Capitale-Nationale, Québec and Chaudiére-Appalaches, Québec Québec Canada Metal K-Truss Pin-Connected Through Truss Fixed 0 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 3 1917 0 St. Lawrence Bridge Company of Montréal, Québec George Herrick Duggan, Ralph Modjeski, and Others 10 10 1800 548.64 3239 987.25 94 28.65 https://historicbridges.org/quebec/quebec/little_p1060429_small.jpg https://historicbridges.org/quebec/quebec/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/quebec/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.745350,-71.287660
5129 Division Street Bridge One of two completely unaltered, deteriorated, and closed truss bridges in Blue Island. The technical description of the main or most noteworthy span of the bridge is a 289.7 ft (88.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.652750 -87.670210 Division Street Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 3 1964 2016 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 289.7 88.3 371 113.08 30 9.14 https://historicbridges.org/illinois/division/little_p1180700_small.jpg https://historicbridges.org/illinois/division/little_p1180700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/division/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652750,-87.670210
5130 Chatham Street Bridge One of two completely unaltered, deteriorated, and closed truss bridges in Blue Island. The technical description of the main or most noteworthy span of the bridge is a 303.8 ft (92.6 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Alfred Benesch and Associates of Chicago, Illinois. 41.652170 -87.675450 Chatham Street Calumet Sag Channel Blue Island Cook County, Illinois Illinois United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 3 1964 2016 Unknown Alfred Benesch and Associates of Chicago, Illinois 4 3 303.8 92.6 385 117.35 30 9.14 https://historicbridges.org/illinois/chatham/little_p1180751_small.jpg https://historicbridges.org/illinois/chatham/little_p1180751.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chatham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652170,-87.675450
5146 Illinois and Michigan Canal Railroad Bridge This is a rare double-Warren pony truss bridge that has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.340990 -89.014150 Railroad (Abandoned Chicago, Rock Island and Pacific) Illinois and Michigan Canal Utica La Salle County, Illinois Illinois United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1890 0 Unknown 6 7 88 26.82 88 26.82 0 0 https://historicbridges.org/illinois/uticacanalbridge/little_uticacanalbridge0148_small.jpg https://historicbridges.org/illinois/uticacanalbridge/little_uticacanalbridge0148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/uticacanalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.340990,-89.014150
5147 Bernard Street Bridge This unique foot bridge shows strong evidence that it is a relocated and altered railroad overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Alden and Lassig Bridge and Iron Works of Chicago, Illinois. 41.971970 -87.714780 Bernard Street North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1885 0 Alden and Lassig Bridge and Iron Works of Chicago, Illinois 7 8 70 21.34 70 21.34 0 0 https://historicbridges.org/illinois/bernard/little_20150602_063816_small.jpg https://historicbridges.org/illinois/bernard/little_20150602_063816.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bernard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.971970,-87.714780
5154 Harlem Avenue Railroad Bridge Santa Fe Railroad Bridge One of several remaining historically significant center-pivot swing bridges in Chicago. The technical description of the main or most noteworthy span of the bridge is a 364.2 ft (111.01 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 41.805500 -87.787800 Railroad (Burlington Northern and Santa Fe, Former Atchison, Topeka and Santa Fe) Chicago Sanitary and Ship Canal Forest View Cook County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1899 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 7 364.2 111.01 372.5 113.54 0 0 https://historicbridges.org/illinois/harlemrr/little_harlemrr1309_small.jpg https://historicbridges.org/illinois/harlemrr/little_harlemrr1305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/harlemrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.805500,-87.787800
5155 Kedzie Avenue CN Railroad Bridge Chicago, Madison and Northern Railroad Bridge The longest swing span in Cook County, this center-pivot swing bridge has an attractive peak at the center of its span, unlike two nearby swing bridges. The technical description of the main or most noteworthy span of the bridge is a 474.2 ft (144.54 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 41.832420 -87.702480 Railroad (Canadian National, Former Chicago, Madison and Northern) Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1899 0 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 9 9 474.2 144.54 479.4 146.12 0 0 https://historicbridges.org/illinois/kedziecn/little_p1250776_small.jpg https://historicbridges.org/illinois/kedziecn/little_p1250776.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedziecn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.832420,-87.702480
5157 Lemont Railroad Bridge A beautiful 1898 railroad rim-bearing turntable swing bridge is one of a few of swing bridges remaining on the canal. The technical description of the main or most noteworthy span of the bridge is a 259.6 ft (79.13 m) metal pin-connected Pratt through truss, movable: swing, Bobtail. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 41.679210 -87.999890 Railroad (Burlington Northern and Santa Fe, Former Atchison, Topeka and Santa Fe) Chicago Sanitary and Ship Canal Lemont Cook County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Bobtail 0 1 0 0 1898 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 8 259.6 79.13 398.5 121.46 0 0 https://historicbridges.org/illinois/lemont/little_pict0942_small.jpg https://historicbridges.org/illinois/lemont/little_pict0942.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lemont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.679210,-87.999890
5158 Cicero Avenue Railroad Bridge Chicago and Western Indiana Railroad Bridge Located near Nerska Junction, this center-pivot swing bridge is one of a few remaining railroad swing bridges on the Sanitary and Ship Canal. The technical description of the main or most noteworthy span of the bridge is a 334.5 ft (101.96 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 41.820870 -87.738660 Railroad (Chicago and Western Indiana, Belt Railway) Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1899 0 Lassig Bridge and Iron Works of Chicago, Illinois 8 7 334.5 101.96 334.5 101.96 0 0 https://historicbridges.org/illinois/cicerorr/little_p1250652_small.jpg https://historicbridges.org/illinois/cicerorr/little_p1250652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cicerorr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.820870,-87.738660
5159 Illinois Central Sanitary and Ship Canal Bridge Kedzie Avenue BNSF Railroad Bridge One of only a few remaining swing bridges in Cook County. The technical description of the main or most noteworthy span of the bridge is a 322.7 ft (98.36 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 41.828450 -87.714370 Railroad (Burlington Northern and Santa Fe, Former Atchison, Topeka and Santa Fe) Chicago Sanitary and Ship Canal Chicago Cook County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1899 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 8 322.7 98.36 327.7 99.88 0 0 https://historicbridges.org/illinois/kedziebnsf/little_p1250534_small.jpg https://historicbridges.org/illinois/kedziebnsf/little_p1250534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/kedziebnsf/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.828450,-87.714370
5161 Middle Bridge This stone faced concrete arch bridge is an exceedingly old example of its type and a rare Melan type arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.780000 -87.578670 Hayes Drive Jackson Park South Lagoon Chicago Cook County, Illinois Illinois United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1902 0 Unknown 8 9 70 21.34 180 54.86 50 15.24 https://historicbridges.org/illinois/jacksonsouthlagoon/little_p1290341_small.jpg https://historicbridges.org/illinois/jacksonsouthlagoon/little_p1290341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/jacksonsouthlagoon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.780000,-87.578670
5163 Douglas Park Bridge This attractive structure has served as a decorative park of a pedestrian walkway for many years. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.865030 -87.698460 Park Walkway Park Stream Chicago Cook County, Illinois Illinois United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/illinois/douglaspark/little_dscf2980_small.jpg https://historicbridges.org/illinois/douglaspark/little_dscf2980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/douglaspark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.865030,-87.698460
5166 Murray Street Bridge A former IN-25 bridge, this truss connects residences to a walking trail and is historically significant structure. The technical description of the main or most noteworthy span of the bridge is a 63.7 ft (19.42 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 41.572520 -85.833600 Murray Street Millrace Canal (Goshen Hydraulic Canal) Goshen Elkhart County, Indiana Indiana United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1909 1924 Elkhart Bridge and Iron Company of Elkhart, Indiana 5 7 63.7 19.42 63.7 19.42 15.6 4.75 https://historicbridges.org/indiana/murray/little_dscf6624_small.jpg https://historicbridges.org/indiana/murray/little_dscf6624.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/murray/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.572520,-85.833600
5168 Como Park Foot Bridge One of two extremely rare examples of a Melan arch in Como park. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by William S. Hewett and Company of Minneapolis, Minnesota. 44.978410 -93.146140 Pedestrian Walkway Railroad (Abandoned Streetcar) St. Paul Ramsey County, Minnesota Minnesota United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 2 1904 2015 William S. Hewett and Company of Minneapolis, Minnesota 8 8 50 15.24 88 26.82 15 4.57 https://historicbridges.org/minnesota/comoparkstreetcarmelan/little_comoparkstreetcarmelan4116_small.jpg https://historicbridges.org/minnesota/comoparkstreetcarmelan/little_comoparkstreetcarmelan4116.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/comoparkstreetcarmelan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978410,-93.146140
5169 Tunkhannock Viaduct Nicholson Bridge The largest concrete bridge in the world, this enormous bridge has been called a wonder of the world. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Flickwir and Bush of New York, New York. The bridge was primarily designed by Abraham Burton Cohen. 41.624200 -75.776570 Railroad (St Lawrence and Hudson / Norfolk Southern) Tunkhannock Creek Nicholson Wyoming County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 12 0 0 1915 1940 Flickwir and Bush of New York, New York Abraham Burton Cohen 10 10 180 54.86 2375 723.9 34 10.36 https://historicbridges.org/pennsylvania/tunkhannock/little_tunkhannockviaduct5496_small.jpg https://historicbridges.org/pennsylvania/tunkhannock/little_tunkhannockviaduct5496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tunkhannock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.624200,-75.776570
5170 Blue Bridge Grand Rapids and Indiana Railroad Bridge This gorgeous bridge was restored with visually appropriate railings for pedestrian use, and is used frequently today for function and pleasure. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.964580 -85.675730 Railroad (Converted To Pedestrian Walk) Grand River Grand Rapids Kent County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 5 4 0 1 1892 2013 Unknown 7 8 125 38.1 575 175.26 24 7.32 https://historicbridges.org/truss/grandrail/bkg_mich95_small.jpg https://historicbridges.org/truss/grandrail/little_p1340424.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/grandrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.964580,-85.675730
5174 Cardington Denmark Martel Road Bridge North This bridge is an extremely rare example of a rivet-connected truss bridge with u-bolt hangers for the floor beams. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 40.544430 -82.919371 Cardington Denmark Martel Road (CR-28) Shaw Creek Rural Morrow County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1910 2000 York Bridge Company of York, Pennsylvania 7 7 60 18.29 62 18.9 15.4 4.69 https://historicbridges.org/ohio/cr28_5930448/little_cr28_5930448_1700_small.jpg https://historicbridges.org/ohio/cr28_5930448/little_cr28_5930448_1700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr28_5930448/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.544430,-82.919371
5175 Ruggles Road Bridge This is a traditional half-hip Pratt pony truss. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.512850 -82.643760 Ruggles Road (TR-178) North Branch Kokosing River Rural Morrow County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 2005 Massillon Bridge Company of Massillon, Ohio 6 6 49 14.94 50 15.24 13.8 4.21 https://historicbridges.org/ohio/ruggles_tr178_5933048/little_ruggles_tr178_5933048_426_small.jpg https://historicbridges.org/ohio/ruggles_tr178_5933048/little_ruggles_tr178_5933048_426.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ruggles_tr178_5933048/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.512850,-82.643760
5176 Queen Street Bridge Riverside Bridge / Queen Street Viaduct This impressive bridge was built with steel that came from variety of English and Scottish steel mills. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. 43.657890 -79.354260 Queen Street And TTC Streetcar Don River, Don Valley Parkway, Bayview Avenue, and Railroad Toronto Toronto City, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Deck Girder Fixed 0 0 1911 2002 Cleveland Bridge and Engineering Company of Darlington, England 7 7 129 39.32 0 0 0 0 https://historicbridges.org/ontario/queenstreet/little_queenstreet1237_small.jpg https://historicbridges.org/ontario/queenstreet/little_queenstreet1237.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/queenstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.657890,-79.354260
5177 Llano Bridge Roy B. Inks Bridge A beautiful, preserved, multispan example of a 1930s standard plan truss in Texas is the centerpiece of this town. The technical description of the main or most noteworthy span of the bridge is a 198.2 ft (60.41 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 30.753070 -98.675840 TX-16 (TX-71) Llano River Llano Llano County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 9 4 0 2 1936 2006 Austin Bridge Company of Dallas, Texas 6 6 198.2 60.41 876 267 24 7.32 https://historicbridges.org/texas/llano/little_pict8966_small.jpg https://historicbridges.org/texas/llano/little_pict8966.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/llano/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.753070,-98.675840
5189 ! Confederation Drive Bridge This attractive multi-span pony truss is the only truss bridge in Smiths Falls, which has a number of heritage bridges. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Locomotive and Machine Company of Montréal, Québec. 44.897200 -76.021760 Confederation Drive Rideau River (Waste Weir Channel of Rideau Canal) Smiths Falls Lanark County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 2 0 0 1904 0 Locomotive and Machine Company of Montréal, Québec 6 7 78 23.77 159 48.46 16 4.88 https://historicbridges.org/ontario/smithsfallsconfederation/little_smithsfallsconfederation2709_small.jpg https://historicbridges.org/ontario/smithsfallsconfederation/little_smithsfallsconfederation2709.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smithsfallsconfederation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.897200,-76.021760
5192 Brooklyn Bridge This stunning bridge has been called the most influential bridge in U.S. history. The technical description of the main or most noteworthy span of the bridge is a 1595.5 ft (486.31 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by New York Bridge Company, Edge Moor Iron Company, J. Lloyd Haigh, and Others. The bridge was primarily designed by Washington Augustus Roebling, John Augustus Roebling, and Others. 40.705790 -73.996370 Adams Street East River New York Brooklyn, New York and Manhattan, New York New York United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 3 Stone Semicircular Deck Arch Fixed 0 72 1883 1994 New York Bridge Company, Edge Moor Iron Company, J. Lloyd Haigh, and Others Washington Augustus Roebling, John Augustus Roebling, and Others 10 10 1595.5 486.31 5989 1825.45 59.7 18.2 https://historicbridges.org/newyork/brooklyn/little_PICT7415_small.jpg https://historicbridges.org/newyork/brooklyn/little_PICT7420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brooklyn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.705790,-73.996370
5194 Glen Rock Truss Bridge While the origins of this long-ago relocated railroad bridge are unclear, yet it is clear that this is a highly significant, very old metal bridge. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 39.797790 -76.735600 Sewer Plant Access Road South Branch Codorus Creek Glen Rock York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Pony Truss Fixed 13 1 0 0 0 0 Unknown 9 9 74 22.56 74 22.56 0 0 https://historicbridges.org/pennsylvania/glenrockrr/little_glenrockrr25_small.jpg https://historicbridges.org/pennsylvania/glenrockrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenrockrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.797790,-76.735600
5197 Sterling Road Bridge This small through truss was moved from Hillsdale County to Morenci to serve pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 41.712580 -84.211390 M-156 Sidewalk Silver Creek Morenci Lenawee County, Michigan Michigan United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1897 2004 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 7 7 80 24.38 82 24.99 15.4 4.69 https://historicbridges.org/truss/sterling/little_zimg_20211106_133051_small.jpg https://historicbridges.org/truss/sterling/little_zimg_20211106_133051.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/sterling/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.712580,-84.211390
5200 Memorial Bridge US-31 Manistee Bridge This impressive bridge is one of the best preserved and ornately decorated bascule bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Strom Construction Company. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 44.250000 -86.318610 US-31 (Cleveland Street / Cypress Street) Manistee River Manistee Manistee County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1933 2005 Strom Construction Company Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 10 133 40.54 316 96.32 40 12.19 https://historicbridges.org/michigan/manistee31/little_x-brg_2696_small.jpg https://historicbridges.org/michigan/manistee31/little_x-brg_2696.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manistee31/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.250000,-86.318610
5202 Watkins Glen Iron Foot-Bridge This nationally significant and unique structure is made of cast and wrought iron. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John L. Foreman. 42.374350 -76.876460 Watkins Glen State Park Trail Glen Creek Watkins Glen Schuyler County, New York New York United States Metal Bowstring Pony Truss Fixed 18 1 0 0 1870 0 Unknown John L. Foreman 10 10 90 27.43 90 27.43 10.6 3.23 https://historicbridges.org/newyork/watkinsglen/bkg_newyork746_small.jpg https://historicbridges.org/newyork/watkinsglen/newyork2208.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/watkinsglen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.374350,-76.876460
5203 Scarlets Mill Bridge Horseshoe Trail Bridge Including cast iron vertical members, this is one of the most unique bowstring truss bridges in the United States. The technical description of the main or most noteworthy span of the bridge is a 34.7 ft (10.58 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Philadelphia and Reading Railroad. The bridge was primarily designed by John L. Foreman. Special note about bridge location: This bridge is on a very primitive hiking trail. 40.219935 -75.843254 Horseshoe Trail Railroad (Abandoned Reading Railroad) Rural Berks County, Pennsylvania Pennsylvania United States This bridge is on a very primitive hiking trail. Metal (Cast Iron) Bowstring Pony Truss Fixed 10 1 0 0 1881 0 Philadelphia and Reading Railroad John L. Foreman 10 10 34.7 10.58 36.2 11.03 11.2 3.41 https://historicbridges.org/pennsylvania/horseshoetrail/little_horseshoetrail6_small.jpg https://historicbridges.org/pennsylvania/horseshoetrail/little_horseshoetrail6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/horseshoetrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.219935,-75.843254
5204 Upton Road Bridge Grist Mill Bridge This is a beautiful bridge in a beautiful setting, and is also historic due to its rarity and integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 43.090050 -84.406160 Upton Road (Old Alignment) Maple River Elsie Clinton County, Michigan Michigan United States Metal Parker Pin-Connected Through Truss Fixed 8 1 0 0 1901 0 Detroit Bridge and Iron Works of Detroit, Michigan 8 8 160 48.77 160 48.77 16 4.88 https://historicbridges.org/truss/upton/little_dscf1127_small.jpg https://historicbridges.org/truss/upton/little_dscf1127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/upton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.090050,-84.406160
5206 Stewartstown Railroad Bridge Valley Road Bridge Although altered, this bridge is one of the only surviving bridges with Keystone columns and is an rare early iron railroad bridge example. The technical description of the main or most noteworthy span of the bridge is a 107.6 ft (32.8 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Jacob Hays Linville. 39.755250 -76.609360 Railroad (Stewartstown Railroad) Valley Road Rural York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Pony Truss Fixed 10 1 0 0 1870 0 Keystone Bridge Company of Pittsburgh, Pennsylvania Jacob Hays Linville 9 10 107.6 32.8 107.6 32.8 0 0 https://historicbridges.org/pennsylvania/stewartstownrrvalleyrd/little_stewartstownrrvalleyrd46_small.jpg https://historicbridges.org/pennsylvania/stewartstownrrvalleyrd/little_stewartstownrrvalleyrd46.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stewartstownrrvalleyrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.755250,-76.609360
5208 Hidden Lake Forest Preserve Bridge Barney Mill Road Bridge, Bryant Avenue Bridge This is the only known example of a cast and wrought iron bowstring truss in the Chicagoland area. The technical description of the main or most noteworthy span of the bridge is a 48.6 ft (14.81 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.825720 -88.053170 Forest Preserve Trail East Branch Du Page River Downers Grove DuPage County, Illinois Illinois United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 5 1 0 0 0 2023 King Bridge Company of Cleveland, Ohio 9 9 48.6 14.81 50 15.24 11.3 3.44 https://historicbridges.org/illinois/hiddenlake/little_p1280708_small.jpg https://historicbridges.org/illinois/hiddenlake/little_p1280708.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hiddenlake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.825720,-88.053170
5209 Wingham Railway Bridge A variety of spans were relocated here in 1915 to construct this unique bridge, including a rare pin-connected Warren truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.892330 -81.311730 Railroad (Wingham Community Rail-Trail, Former Canadian National) Maitland River Wingham (North Huron) Huron County, Ontario Ontario Canada Metal Warren Pin-Connected Deck Truss Fixed 10 1 Metal Warren Rivet-Connected Deck Truss Fixed 8 3 1915 1996 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/ontario/winghamrailway/little_winghamrailway0419_small.jpg https://historicbridges.org/ontario/winghamrailway/little_winghamrailway0419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/winghamrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.892330,-81.311730
5210 Balls Bridge The local community got behind one of the oldest and most significant heritage bridges in the region, saving it from demolition! The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.730890 -81.544690 Little Lakes Road Maitland River Rural Huron County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1885 2007 Hamilton Bridge Company of Hamilton, Ontario 8 9 125 38.1 250 76.2 0 0 https://historicbridges.org/ontario/balls/little_img_1525_small.jpg https://historicbridges.org/ontario/balls/little_img_1525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/balls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.730890,-81.544690
5211 Water Street Bridge Wingham Dam This unusual bridge is now closed, but is also part of a dam. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.892890 -81.310670 Water Street Maitland River Wingham (North Huron) Huron County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/winghamwaterstreet/little_winghamwaterstreet0454_5_6vibrant_small.jpg https://historicbridges.org/ontario/winghamwaterstreet/little_winghamwaterstreet0454_5_6vibrant.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/winghamwaterstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.892890,-81.310670
5212 QEW Credit River Bridge Although widened on both sides in 1960, this bridge remains an impressive example of its type. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.556540 -79.610050 Queen Elizabeth Way (QEW) Credit River Mississauga Peel Region, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 7 Concrete T-Beam Fixed 0 0 1934 2013 Unknown 6 6 0 0 840 256.03 94.8 28.9 https://historicbridges.org/ontario/qewcredit/little_day1qewcredit11156_7_8_tonemappedb_small.jpg https://historicbridges.org/ontario/qewcredit/little_day1qewcredit11156_7_8_tonemappedb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/qewcredit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.556540,-79.610050
5215 L 1st Line Bridge Nassagaweya 1st Line Bridge One of a couple overpasses on this section of the 401 that offer a double-span configuration instead of the single span design. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.477740 -80.020200 Nassagaweya 1st Line KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Milton Halton Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1959 2014 Unknown 3 4 59 17.98 118 35.97 0 0 https://historicbridges.org/ontario/401nassagaweya1stline/little_day1401nassagaweya1stline12066_small.jpg https://historicbridges.org/ontario/401nassagaweya1stline/little_day1401nassagaweya1stline12066.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/401nassagaweya1stline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.477740,-80.020200
5216 L CR-74 Bridge One of a shrinking number of remaining attractive heritage overpass bridges crossing this highway with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.948000 -81.103950 CR-74 (Westchester Bourne) KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Rural Middlesex County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1956 1991 Unknown 3 3 115 35.05 0 0 0 0 https://historicbridges.org/ontario/cr74/bkg_cr74_small.jpg https://historicbridges.org/ontario/cr74/cr74.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cr74/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.948000,-81.103950
5217 Dorchester Road Bridge One of a number of remaining similar structures, this bridge is both old and unusual as an attractive expressway overpass. The technical description of the main or most noteworthy span of the bridge is a 108.3 ft (33.01 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.958460 -81.060780 Dorchester Road KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Rural Middlesex County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1955 1988 Unknown 3 3 108.3 33.01 0 0 0 0 https://historicbridges.org/ontario/dorchester/bkg_bridge016_small.jpg https://historicbridges.org/ontario/dorchester/bridge044.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dorchester/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958460,-81.060780
5220 Glanworth Drive Bridge This beautiful vintage overpass stands out among the few surviving bridges of this type because of its skew. The technical description of the main or most noteworthy span of the bridge is a 121.4 ft (37 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.857700 -81.271880 Glanworth Drive KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Tempo (Rural) Middlesex County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1958 1992 Unknown 4 5 121.4 37 0 0 0 0 https://historicbridges.org/ontario/glanworthdrive/little_glanworthdrive0429_small.jpg https://historicbridges.org/ontario/glanworthdrive/little_glanworthdrive0429.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glanworthdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.857700,-81.271880
5221 L Glen Miller Road Bridge An example of a less common Ontario rigid frame overpass design which visually has a smooth arch arch, but does not blend into the abutment like other rigid frame bridges. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.132690 -77.582890 Glen Miller Road KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Rural Hastings County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1957 2013 Unknown 3 3 105 32 0 0 0 0 https://historicbridges.org/ontario/glenmiller/little_p1040742_small.jpg https://historicbridges.org/ontario/glenmiller/little_p1040742.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glenmiller/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.132690,-77.582890
5222 L Hamilton Hope Boundary Road Bridge This bridge is noted for its attractive arched superstructure. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) concrete slab, fixed. The bridge was primarily built by Unknown. 43.972220 -78.274410 Hamilton Hope Boundary Road KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Port Hope Northumberland County, Ontario Ontario Canada Concrete Slab Fixed 0 3 0 0 1960 2006 Unknown 3 3 101.7 31 213.2 64.98 0 0 https://historicbridges.org/ontario/hamiltonhope/little_hamiltonhopeboundary4596_small.jpg https://historicbridges.org/ontario/hamiltonhope/little_hamiltonhopeboundary4596.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hamiltonhope/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.972220,-78.274410
5224 L Mill Street Bridge This bridge displays an uncommon appearance among surviving rigid frame overpass bridges. The technical description of the main or most noteworthy span of the bridge is a 33.5 ft (10.21 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.910620 -78.585720 Mill Street (RR-17) KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Newcastle Durham Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1958 0 Unknown 4 4 33.5 10.21 0 0 0 0 https://historicbridges.org/ontario/clarington/little_p1580337_small.jpg https://historicbridges.org/ontario/clarington/little_p1580337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/clarington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.910620,-78.585720
5225 L Morgans Corners Road Bridge An example of a less common Ontario rigid frame overpass design which visually has a smooth arch arch, but does not blend into the abutment like other rigid frame bridges. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.922480 -78.528290 Morgans Corners Road KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Clarington Durham Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1958 2012 Unknown 3 3 31 9.45 0 0 0 0 https://historicbridges.org/ontario/morganscorners/little_p1040593_small.jpg https://historicbridges.org/ontario/morganscorners/little_p1040593.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/morganscorners/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.922480,-78.528290
5234 L Watson Road Bridge One of a couple overpasses on this section of the 401 that offer a double-span configuration instead of the single span design. The technical description of the main or most noteworthy span of the bridge is a 65.6 ft (19.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.468250 -80.074760 Watson Road KH-401 (King's Highway 401, MacDonald-Cartier Freeway) Puslinch Wellington County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1959 0 Unknown 3 4 65.6 19.99 131 39.93 0 0 https://historicbridges.org/ontario/401watsonroad/little_day1401watsonroad12017_small.jpg https://historicbridges.org/ontario/401watsonroad/little_day1401watsonroad12017.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/401watsonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.468250,-80.074760
5241 Doon Village Road Bridge East Schneider Creek Bridge East One of two nearly identical concrete arch bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.388500 -80.423270 Doon Village Road Schneider Creek Kitchener Waterloo Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Unknown 5 5 0 0 65.6 19.99 26.6 8.11 https://historicbridges.org/ontario/schneidercreekbridgeeast/little_day1schneidercreekbridgeeast11020_small.jpg https://historicbridges.org/ontario/schneidercreekbridgeeast/little_day1schneidercreekbridgeeast11020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/schneidercreekbridgeeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.388500,-80.423270
5242 Doon Village Road Bridge West Schneider Creek Bridge West One of two nearly identical concrete arch bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.388640 -80.425510 Doon Village Road Schneider Creek Kitchener Waterloo Region, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Unknown 5 5 0 0 60 18.29 26.6 8.11 https://historicbridges.org/ontario/schneidercreekbridgewest/little_day1schneidercreekbridgewest10988_small.jpg https://historicbridges.org/ontario/schneidercreekbridgewest/little_day1schneidercreekbridgewest10988.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/schneidercreekbridgewest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.388640,-80.425510
5244 ! Fullerton Avenue Railroad Overpass This is a representative example of several similar railroad overpass bridges in this area on this line slated for demolition and replacement. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. 41.925110 -87.671710 Railroad (Metra Union Pacific North) Fullerton Avenue Chicago Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 Continuous 3 0 0 1899 0 Unknown 2 1 60 18.29 96 29.26 0 0 https://historicbridges.org/illinois/fullertonrr/little_p1440937_small.jpg https://historicbridges.org/illinois/fullertonrr/little_p1440937.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/fullertonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.925110,-87.671710
5245 Sohl Avenue Railroad Bridge This long-abandoned railroad bridge is absolutely buried in the trees although it is not far off the road. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 41.622740 -87.513670 Railroad (Former Michigan Central) Grand Calumet River Hammond Lake County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 12 1 0 0 0 0 Unknown 7 6 150 45.72 245 74.68 0 0 https://historicbridges.org/indiana/sohl/little_pict0194_small.jpg https://historicbridges.org/indiana/sohl/little_pict0194.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sohl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.622740,-87.513670
5248 Glen Road Bridge Buried in the trees, this beautiful and magnificent work of engineering and heritage has recieved little public awareness. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal one-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. 43.679326 -79.374516 Glen Road Yellow Creek Toronto Toronto City, Ontario Ontario Canada Metal Solid Ribbed Spandrel Braced One-Hinged Deck Arch Fixed 0 1 Metal Deck Girder Fixed 0 6 1927 0 Unknown 8 8 310 94.49 645 196.6 0 0 https://historicbridges.org/ontario/glenroad/little_glenroad3227_small.jpg https://historicbridges.org/ontario/glenroad/little_glenroad3227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/glenroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.679326,-79.374516
5249 St. Clair Viaduct Vale of Avoca This impressive arch bridge is hard to view and photograph, but is a noteworthy heritage bridge with a well-documented construction. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal one-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 43.689180 -79.388830 St. Clair Avenue Yellow Creek (Avoca Ravine) Toronto Toronto City, Ontario Ontario Canada Metal Solid Ribbed Spandrel Braced One-Hinged Deck Arch Fixed 0 1 Metal Deck Girder Fixed 0 2 1925 2004 Canadian Bridge Company of Walkerville, Ontario 8 8 260 79.25 509 155.14 54.1 16.49 https://historicbridges.org/ontario/stclairavenue/little_stclairavenue3403_4_5b_small.jpg https://historicbridges.org/ontario/stclairavenue/little_stclairavenue3403_4_5b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stclairavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689180,-79.388830
5250 Bayview Avenue Bridge This multi-span deck truss bridge was widened with a very similar looking parallel set of trusses in 1960. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Margison and Babcock. 43.730230 -79.381400 Bayview Avenue West Branch Don River Toronto Toronto City, Ontario Ontario Canada Metal Warren Bolt-Connected Deck Truss Fixed 10 0 Metal Deck Girder Fixed 0 0 1929 1962 Unknown Margison and Babcock 7 6 155 47.24 900 274.32 0 0 https://historicbridges.org/ontario/bayviewavenuebridge/little_bayviewavenuebridge2875_6_7_tonemapped_small.jpg https://historicbridges.org/ontario/bayviewavenuebridge/little_bayviewavenuebridge2875_6_7_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bayviewavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.730230,-79.381400
5251 Old Bayview Avenue Bridge This is a long-abandoned arch bridge of simple design, that appears to serve an old highway alignment. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.729770 -79.380670 Bayview Avenue (Abandoned Alignment) West Branch Don River Toronto Toronto City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 10 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/oldbayviewavenuebridge/little_oldbayviewavenuebridge2960_1_2natural_small.jpg https://historicbridges.org/ontario/oldbayviewavenuebridge/little_oldbayviewavenuebridge2960_1_2natural.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldbayviewavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.729770,-79.380670
5252 Governor's Bridge This is a large, but simply ornamented example of an uncommon bridge type in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Goldie Construction. The bridge was primarily designed by F. G. Engholm. 43.689800 -79.369076 Governors Road Mud Creek Toronto Toronto City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1923 2000 Goldie Construction F. G. Engholm 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/governorsbridge/little_governorsbridge3104_5_6vibrant_small.jpg https://historicbridges.org/ontario/governorsbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/governorsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689800,-79.369076
5253 Mt. Pleasant Road Bridge This is a later but uncommon example of a riveted deck truss bridge with good integrity. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.673120 -79.379720 Mt. Pleasant Road Rosedale Ravine, Rosedale Valley Road, Castle Frank Brook Toronto Toronto City, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 3 0 0 1948 2012 Unknown 6 6 100 30.48 440 134.11 0 0 https://historicbridges.org/ontario/mtpleasantroad/little_mtpleasantroad3294_5_6vibrant_small.jpg https://historicbridges.org/ontario/mtpleasantroad/little_mtpleasantroad3294_5_6vibrant.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mtpleasantroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.673120,-79.379720
5254 Chorley Park Bridge This attractive arch bridge was originally part of a long-lost Government House complex. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.686341 -79.369603 Pedestrian Walkway Pedestrian Walkway Toronto Toronto City, Ontario Ontario Canada Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1911 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/chorleypark/little_chorleypark3131_small.jpg https://historicbridges.org/ontario/chorleypark/little_chorleypark3131.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chorleypark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.686341,-79.369603
5255 Glen Gardner Bridge School Street Bridge Even having served traffic for around 140 years, this nationally significant cast iron bridge is nearly completely unaltered! The technical description of the main or most noteworthy span of the bridge is a 80.1 ft (24.41 m) metal (cast iron) pin-connected Pratt pony truss, fixed. The bridge was primarily built by William Cowin of Lambertville, New Jersey. The bridge was primarily designed by Francis C. Lowthrop. 40.701240 -74.943450 School Street Spruce Run River Glen Gardner Hunterdon County, New Jersey New Jersey United States Metal (Cast Iron) Pratt Pin-Connected Pony Truss Fixed 8 1 0 0 1870 1992 William Cowin of Lambertville, New Jersey Francis C. Lowthrop 10 10 80.1 24.41 84 25.6 16.4 5 https://historicbridges.org/newjersey/school/little_redoglengardner3397_small.jpg https://historicbridges.org/newjersey/school/little_redoglengardner3397.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/school/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.701240,-74.943450
5256 Main Street Bridge The longest and only multi-span example of three nationally significant cast iron bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal (cast iron) pin-connected Pratt pony truss, fixed. The bridge was primarily built by William Cowin of Lambertville, New Jersey. The bridge was primarily designed by Francis C. Lowthrop. 40.636030 -74.912050 Main Street South Branch Raritan River Clinton Hunterdon County, New Jersey New Jersey United States Metal (Cast Iron) Pratt Pin-Connected Pony Truss Fixed 8 2 0 0 1870 1938 William Cowin of Lambertville, New Jersey Francis C. Lowthrop 10 10 85 25.91 170 51.82 15.7 4.79 https://historicbridges.org/newjersey/clinton/little_pict4944_small.jpg https://historicbridges.org/newjersey/clinton/little_pict4944.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/clinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.636030,-74.912050
5257 New Hampton Bridge The oldest example of three nationally significant cast iron bridges in Hunterdon County. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal (cast iron) pin-connected Pratt pony truss, fixed. The bridge was primarily built by William Cowin of Lambertville, New Jersey. The bridge was primarily designed by Francis C. Lowthrop. 40.720480 -74.963510 Shoddy Mill Road (Rymon Road) Musconetcong River New Hampton Hunterdon County, New Jersey and Warren County, New Jersey New Jersey United States Metal (Cast Iron) Pratt Pin-Connected Pony Truss Fixed 8 1 0 0 1868 1991 William Cowin of Lambertville, New Jersey Francis C. Lowthrop 10 9 80 24.38 85 25.91 16 4.88 https://historicbridges.org/newjersey/newhampton/little_pict4876_small.jpg https://historicbridges.org/newjersey/newhampton/little_img_1522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newhampton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720480,-74.963510
5258 Walnut Street Bridge Pony Bridge / Wagner's Bridge One of the oldest and most important metal historic bridges in the country, this bridge has numerous unique and amazing details. The technical description of the main or most noteworthy span of the bridge is a 56.2 ft (17.13 m) metal (cast iron) Pratt through truss, fixed. The bridge was primarily built by Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania. The bridge was primarily designed by Francis C. Lowthrop. 40.572540 -75.343630 Pedestrian Walkway Saucon Creek Mill Race Hellertown Northampton County, Pennsylvania Pennsylvania United States Metal (Cast Iron) Pratt Through Truss Fixed 5 1 0 0 1860 1999 Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania Francis C. Lowthrop 10 10 56.2 17.13 56.2 17.13 12.2 3.72 https://historicbridges.org/pennsylvania/hellertownwalnut/little_dscf9786_small.jpg https://historicbridges.org/pennsylvania/hellertownwalnut/little_dscf9786.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hellertownwalnut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.572540,-75.343630
5259 Old Mill Road Bridge This ancient cast iron bridge is nationally significant as one of the rarest types of bridges, and it has a continuous type design. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal (cast iron) continuous Pratt full-slope pony truss, fixed. The bridge was primarily built by Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania. The bridge was primarily designed by Francis C. Lowthrop. 40.561290 -75.348110 Old Mill Road Saucon Creek Lower Saucon Township Northampton County, Pennsylvania Pennsylvania United States Metal (Cast Iron) Pratt Full-Slope Pony Truss Fixed 5 Continuous 1 0 0 1870 1948 Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania Francis C. Lowthrop 10 9 52 15.85 104 31.7 13 3.96 https://historicbridges.org/pennsylvania/hellertownoldmill/little_dscf9900_small.jpg https://historicbridges.org/pennsylvania/hellertownoldmill/little_img_20191102_180056.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hellertownoldmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.561290,-75.348110
5260 Old Shiloh Road Bridge This is an attractive example of a concrete bowstring bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. 44.267400 -79.194800 Old Shiloh Road (Concession Road 2) Pefferlaw Brook Udora York Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Charles Borromeo Mattaini of Fergus, Ontario 7 7 80 24.38 80 24.38 0 0 https://historicbridges.org/ontario/oldshilohroad/little_oldshilohroad2840_1_2balanced_small.jpg https://historicbridges.org/ontario/oldshilohroad/little_oldshilohroad2840_1_2balanced.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldshilohroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.267400,-79.194800
5261 Locks Bridge This is a nice looking mid 20th Century truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 45.303580 -79.204020 Brunel Road (DR-2) North Branch Muskoka River Huntsville Muskoka District, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 1 1954 0 Hamilton Bridge Company of Hamilton, Ontario 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/locksbridgebrunelroad/little_img_2535_small.jpg https://historicbridges.org/ontario/locksbridgebrunelroad/little_img_2535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/locksbridgebrunelroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.303580,-79.204020
5262 ! Silver Bridge Ecclestone Drive Bridge This bridge has been a symbol and landmark for Bracebridge for many decades. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 45.039080 -79.307800 Ecclestone Drive (DR-16) North Branch Muskoka River Bracebridge Muskoka District, Ontario Ontario Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1935 2017 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/ecclestonedrivebracebridge/little_ecclestonedrivebracebridge2386_small.jpg https://historicbridges.org/ontario/ecclestonedrivebracebridge/little_ecclestonedrivebracebridge2386.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ecclestonedrivebracebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.039080,-79.307800
5263 Bracebridge Railway Bridge GTRS Bridge 196 This is a rare example of a pin-connected deck truss in Ontario. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 45.039350 -79.307580 Railroad (Canadian National) North Branch Muskoka River Bracebridge Muskoka District, Ontario Ontario Canada Metal Pratt Pin-Connected Deck Truss Fixed 6 1 Metal Deck Girder Fixed 0 10 1895 0 Unknown 7 7 154 46.94 0 0 0 0 https://historicbridges.org/ontario/bracebridgerailway/little_bracebridgerailway2363_4_5vibrant_small.jpg https://historicbridges.org/ontario/bracebridgerailway/little_bracebridgerailway2363_4_5vibrant.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bracebridgerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.039350,-79.307580
5264 Muskoka Falls Bridge KH-11 Northbound Bridge This deck truss crosses over an impressive gorge and waterfall. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.002270 -79.302110 KH-11 Northbound South Branch Muskoka River Bracebridge Muskoka District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 12 2 Metal Stringer (Multi-Beam) Fixed 0 2 1952 1988 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/muskokafallsbridge/little_img_2692_small.jpg https://historicbridges.org/ontario/muskokafallsbridge/little_img_2692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/muskokafallsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.002270,-79.302110
5266 Huntsville Swing Bridge This heritage swing bridge forms a centerpiece for Huntsville, and is one of the few preserved heritage truss bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 45.327620 -79.214740 Main Street (DR-2, DR-3) Muskoka River Huntsville Muskoka District, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Center Pier 0 1 Concrete Rigid-Frame Fixed 0 1 1938 2000 Hamilton Bridge Company of Hamilton, Ontario 7 8 175 53.34 240 73.15 0 0 https://historicbridges.org/ontario/huntsvilleswingbridge/little_huntsvilleswingbridge2048_49_50vibrant_small.jpg https://historicbridges.org/ontario/huntsvilleswingbridge/little_huntsvilleswingbridge2048_49_50vibrant.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/huntsvilleswingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.327620,-79.214740
5267 Huntsville Railway Bridge Featuring a combination of truss spans, the main through truss span has an uncommon variation of a Warren truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. 45.330230 -79.226440 Railroad (Canadian National) Muskoka River Huntsville Muskoka District, Ontario Ontario Canada Metal Modified Warren Rivet-Connected Through Truss Fixed 7 1 Metal Warren Rivet-Connected Deck Truss Fixed 8 2 0 0 Unknown 7 7 150 45.72 325 99.06 0 0 https://historicbridges.org/ontario/huntsvillerailway/little_huntsvillerailroadbridge2069_small.jpg https://historicbridges.org/ontario/huntsvillerailway/little_huntsvillerailroadbridge2069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/huntsvillerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.330230,-79.226440
5268 KH-11 Southbound Bridge Originally a two-way bridge, this truss bridge today is part of a one-way couplet on a major highway. The technical description of the main or most noteworthy span of the bridge is a 148.6 ft (45.29 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 45.088270 -79.299990 KH-11 (Southbound) North Branch Muskoka River Bracebridge Muskoka District, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 0 1953 2011 Unknown 6 6 148.6 45.29 150 45.72 0 0 https://historicbridges.org/ontario/kh11bracebridge/little_kh11bracebridge2288_small.jpg https://historicbridges.org/ontario/kh11bracebridge/little_kh11bracebridge2288.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh11bracebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.088270,-79.299990
5270 Cannington Foot Bridge Trootie Street Bridge This narrow and lightweight pedestrian foot bridge shows signs of alteration, suggesting relocation. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.349280 -79.033930 Pedestrian Walkway (Trootie Street) Beaver River Cannington Durham Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 60 18.29 0 0 https://historicbridges.org/ontario/cannington/little_cannington2737_small.jpg https://historicbridges.org/ontario/cannington/little_cannington2737.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cannington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.349280,-79.033930
5271 KH-11 Railway Overpass While concrete rigid-frame bridges are common in Ontario, steel rigid-frame bridges like this are not. The technical description of the main or most noteworthy span of the bridge is a 83.7 ft (25.51 m) metal rigid-frame, fixed. The bridge was primarily built by Unknown. 44.751550 -79.340260 KH-11 Railroad (Canadian National) Washago Simcoe County, Ontario Ontario Canada Metal Rigid-Frame Fixed 0 1 0 0 1955 2017 Unknown 6 6 83.7 25.51 0 0 0 0 https://historicbridges.org/ontario/kh11washago/little_kh11washago2705_small.jpg https://historicbridges.org/ontario/kh11washago/little_kh11washago2705.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh11washago/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.751550,-79.340260
5273 12th of Brant Bridge This unique bridge has two span each of a different type, and is among the largest heritage bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 44.242860 -81.182960 Concession Road 12 Saugeen River Brockton Bruce County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 0 1 0 0 Unknown 7 8 160 48.77 277 84.43 14.4 4.39 https://historicbridges.org/ontario/concession12/little_12thofbrantbridge1093_small.jpg https://historicbridges.org/ontario/concession12/little_12thofbrantbridge1093.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession12/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.242860,-81.182960
5275 Black Bridge This is an extremely rare example of a rainbow arch with overhead bracing. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. 44.545440 -80.463730 Clark Street (30th Sideroad) Beaver River Clarksburg (The Blue Mountains) Grey County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1923 1991 Charles Borromeo Mattaini of Fergus, Ontario 8 8 0 0 0 0 0 0 https://historicbridges.org/ontario/30thside/little_blackbridgeclarksburg1906_small.jpg https://historicbridges.org/ontario/30thside/little_blackbridgeclarksburg1906.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/30thside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.545440,-80.463730
5277 Woodbine Bridge O'Connor Drive Bridge This ornate bridge is one of the largest and most significant concrete arch bridges in Ontario! The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by R. H. McGregor Construction Company. The bridge was primarily designed by Margison and Babcock. 43.701580 -79.317180 O'Connor Drive Taylor-Massey Creek Toronto Toronto City, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 0 1931 2013 R. H. McGregor Construction Company Margison and Babcock 8 8 172 52.43 810 246.89 46 14.02 https://historicbridges.org/ontario/woodbine/little_woodbinebridge3010_1_2vibrant_small.jpg https://historicbridges.org/ontario/woodbine/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/woodbine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.701580,-79.317180
5280 Watson's Bridge This is an attractive truss bridge that is an attractive addition to the road it serves, and has been repaired. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.268040 -81.269430 Greenock-Elderslie Road Teeswater River Arran-Elderslie and Brockton Bruce County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1924 0 Hamilton Bridge Company of Hamilton, Ontario 6 6 112 34.14 113.5 34.59 14.4 4.39 https://historicbridges.org/ontario/greenockelderslie/little_p1020584_small.jpg https://historicbridges.org/ontario/greenockelderslie/little_p1020584.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/greenockelderslie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.268040,-81.269430
5291 Grand Haven Bascule Bridge A very large 1960 bascule bridge that carries heavy US-31 traffic. The technical description of the main or most noteworthy span of the bridge is a 226.4 ft (69.01 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 43.075350 -86.217890 US-31 Grand River Grand Haven and Ferrysburg Ottawa County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 6 1960 2006 American Bridge Company of New York, New York Hazelet and Erdal of Chicago, Illinois 6 5 226.4 69.01 692.6 211.1 78.7 23.99 https://historicbridges.org/other/us31/little_p1540965_small.jpg https://historicbridges.org/other/us31/little_p1540965.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/us31/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.075350,-86.217890
5292 Clark Hill Road Bridge Kausooth Bridge This is a bridge in a beautiful setting, with a impressive hill right behind it. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.754390 -80.605440 Clark Hill Road Fish Creek Rural Marshall County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Through Girder Fixed 0 2 0 0 Unknown 7 7 124 37.8 195 59.44 13.5 4.11 https://historicbridges.org/wvirginia/clarkhill/07march1365_small.jpg https://historicbridges.org/wvirginia/clarkhill/07march1354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/clarkhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.754390,-80.605440
5295 ! Middle Gibraltar Road Bridge A good example of the bizarre Wayne County cantilevered arch bridge design. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 42.095000 -83.190360 Middle Gibraltar Road Waterway Canal Gibraltar Wayne County, Michigan Michigan United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 Cantilever 1 0 0 1932 0 Unknown 7 6 51.8 15.79 51.8 15.79 38 11.58 https://historicbridges.org/michigan/gibraltar/little_dscf8004_small.jpg https://historicbridges.org/michigan/gibraltar/little_dscf8006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gibraltar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.095000,-83.190360
5296 Higgins Road Bridge This is a traditionally composed plate girder overpass on altered piers. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.997460 -87.881240 Railroad (Canadian Pacific) Higgins Road (IL-72) Rosemont and Des Plaines Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 3 0 0 1934 0 Unknown 1 3 64 19.51 100 30.48 0 0 https://historicbridges.org/illinois/rosemontrr/little_p1440395_small.jpg https://historicbridges.org/illinois/rosemontrr/little_p1440395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rosemontrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.997460,-87.881240
5299 Kent Street Bridge Portland and Danby Bridge This large pinned Parker truss is one of only three such highway structures in Michigan. The technical description of the main or most noteworthy span of the bridge is a 219.2 ft (66.81 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Wynkoop and McGormley of Toledo, Ohio. 42.861160 -84.917260 Portland Riverwalk Grand River Portland Ionia County, Michigan Michigan United States Metal Parker Pin-Connected Through Truss Fixed 11 1 0 0 1907 2003 Wynkoop and McGormley of Toledo, Ohio 7 8 219.2 66.81 224 68.28 16 4.88 https://historicbridges.org/truss/kent/little_mar22_5928_small.jpg https://historicbridges.org/truss/kent/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/kent/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.861160,-84.917260
5300 Normanby Bentinck Townline Bridge This is a small riveted pony truss with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.131000 -80.967290 Normanby Bentinck Townline Beatty Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/ontario/normanbybentincktownline/little_normanbybentincktownline1165_small.jpg https://historicbridges.org/ontario/normanbybentincktownline/little_normanbybentincktownline1165.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/normanbybentincktownline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.131000,-80.967290
5303 Adrian Railroad Bridge A large two-span stone arch bridge built in 1867, this is a very old bridge for Michigan. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.889680 -84.046060 Railroad (Lakeshore and Michigan Southern) South Branch River Raisin Adrian Lenawee County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1867 0 Unknown 6 7 22 6.71 75 22.86 25 7.62 https://historicbridges.org/other/adrianrr/main_small.jpg https://historicbridges.org/other/adrianrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/adrianrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.889680,-84.046060
5305 Iron Bridge Spokane Union Pacific Railroad Bridge This is an extremely rare example of a triple intersection Warren truss, and has been preserved for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Lattice (Triple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 47.664500 -117.392120 Railroad (Rail-Trail) Spokane River Spokane Spokane County, Washington Washington United States Metal Lattice (Triple Warren) Rivet-Connected Through Truss Fixed 10 3 Metal Through Girder Fixed 0 1 1902 2012 American Bridge Company of New York, New York 9 9 155 47.24 530 161.54 0 0 https://historicbridges.org/washington/spokaneironbridge/little_spokaneironbridge13965_small.jpg https://historicbridges.org/washington/spokaneironbridge/little_spokaneironbridge13965.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/spokaneironbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.664500,-117.392120
5306 Latah Creek Railroad Bridge Hangman Creek Railroad Bridge This is a small riveted railroad deck truss bridge of traditional construction. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 47.625280 -117.436400 Railroad (BNSF) Latah Creek (Hangman Creek) Spokane Spokane County, Washington Washington United States Metal Warren Rivet-Connected Deck Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1920 0 American Bridge Company of New York, New York 6 6 145 44.2 245 74.68 0 0 https://historicbridges.org/washington/hangmancreek/little_hangmancreek0330_small.jpg https://historicbridges.org/washington/hangmancreek/little_hangmancreek0330.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/hangmancreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.625280,-117.436400
5308 Cumberland Valley Railroad Bridge An extremely long concrete arch bridge that may be reused for a light rail system. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) concrete Segmental deck arch, fixed. The bridge was primarily built by Robert Grace Contracting Company. 40.252840 -76.884510 Railroad (Abandoned) Susquehanna River Harrisburg Cumberland County, Pennsylvania and Dauphin County, Pennsylvania Pennsylvania United States Concrete Segmental Deck Arch Fixed 0 43 0 0 1916 0 Robert Grace Contracting Company 8 8 77 23.47 0 0 0 0 https://historicbridges.org/pennsylvania/cumberland_valley_rr/little_pict4261_small.jpg https://historicbridges.org/pennsylvania/cumberland_valley_rr/little_pict4261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cumberland_valley_rr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.252840,-76.884510
5309 Jamestown Line Bridge A beautiful structure, this bridge represents an unusual design of truss that was built throughout Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.675590 -81.037600 Jamestown Line Catfish Creek Central Elgin Elgin County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/jamestownline/little_brg_0090_1_2_photographic_small.jpg https://historicbridges.org/ontario/jamestownline/little_brg_0090_1_2_photographic.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jamestownline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.675590,-81.037600
5310 Sparta Line Catfish Creek Bridge An attractive, unaltered example of a traditionally composed riveted through truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.702470 -81.045800 Sparta Line Catfish Creek Central Elgin Elgin County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 0 0 Unknown 6 6 105 32 210 64.01 0 0 https://historicbridges.org/ontario/spartaline/little_brg_0405_6_7v_small.jpg https://historicbridges.org/ontario/spartaline/little_brg_0405_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/spartaline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.702470,-81.045800
5311 Southdale Line Bridge This short through truss documents an unusual type of bridge built with frequency in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.746190 -81.057230 Southdale Line Catfish Creek Central Elgin Elgin County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/southdaleline/little_p1600400_small.jpg https://historicbridges.org/ontario/southdaleline/little_p1600400.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southdaleline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.746190,-81.057230
5312 Brouwers Line Bridge This attractive truss bridge was rehabilitated and is in good condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.761850 -81.062330 Brouwers Line Catfish Creek Central Elgin Elgin County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 9 1 0 0 0 2011 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/brouwersline/little_p1600451_small.jpg https://historicbridges.org/ontario/brouwersline/little_p1600451.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brouwersline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.761850,-81.062330
5314 Fulton Bridge This metal truss bridge has a relatively long span length for a truss of its configuration and depth. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.722100 -81.236150 Fulton Bridge Line Kettle Creek Southwold Elgin County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 16 1 0 0 0 0 Unknown 7 7 165 50.29 165 50.29 0 0 https://historicbridges.org/ontario/fultonline/little_brg_8916_7_8v_small.jpg https://historicbridges.org/ontario/fultonline/little_brg_8916_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fultonline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.722100,-81.236150
5315 Sutherland Line Bridge A very short example of an unusual bridge design that was built with some frequency in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.809740 -81.178260 Sutherland Line Kettle Creek Central Elgin Elgin County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/sutherlandline/little_phon_brg_2859_small.jpg https://historicbridges.org/ontario/sutherlandline/little_phon_brg_2859.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sutherlandline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.809740,-81.178260
5317 Dennis Road Bridge Dennis Side Road Bridge This pony truss bridge has a decent span length and unusual plate outriggers. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.698770 -80.829300 Dennis Road Big Otter Creek Bayham Elgin County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/dennisroad/little_p1600380_small.jpg https://historicbridges.org/ontario/dennisroad/little_p1600380.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dennisroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.698770,-80.829300
5319 Blenheim Road Bridge Silver Bridge A beautiful and excellent example of this distinctive bridge design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. 43.241690 -80.507810 Blenheim Road Nith River Rural Oxford County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1930 1996 Reid-Riddell Engineering of Toronto, Ontario 6 7 0 0 127 38.71 14.8 4.51 https://historicbridges.org/ontario/blenheim/little_p1040141_small.jpg https://historicbridges.org/ontario/blenheim/little_p1040141.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blenheim/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.241690,-80.507810
5320 6th Street Railroad Bridge Augusta Railroad Bridge This bridge has a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Warren through truss, movable: single leaf bascule. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 33.477740 -81.959230 Railroad (Norfolk Southern) Savannah River Augusta Richmond County, Georgia and Aiken County, South Carolina Georgia and South Carolina United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule 0 6 0 Rolling Lift 0 1912 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 101 30.78 0 0 0 0 https://historicbridges.org/georgia/augustarr/little_dsc_1758_small.jpg https://historicbridges.org/georgia/augustarr/little_dsc_1758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/augustarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.477740,-81.959230
5323 Marthaville Road Bridge This bridge is an unexpected suprise on this paved Lambton County road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.786980 -82.171980 Marthaville Road Black Creek Enniskillen Township Lambton County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 70 21.34 70 21.34 0 0 https://historicbridges.org/ontario/marthavilleroad/little_marthavilleroad0022_small.jpg https://historicbridges.org/ontario/marthavilleroad/little_marthavilleroad0022.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/marthavilleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.786980,-82.171980
5324 Mill Street Railway Bridge This imposing bridge crosses a road and creek at the same time. The technical description of the main or most noteworthy span of the bridge is a 135.5 ft (41.3 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.125480 -80.764550 Railroad (Canadian National) Cedar Creek and Mill Street (CR-12) Woodstock Oxford County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1939 0 Unknown 6 6 135.5 41.3 135.5 41.3 0 0 https://historicbridges.org/ontario/millstreetrailwaywoodstock/little_millstreetrailwaywoodstock0160_small.jpg https://historicbridges.org/ontario/millstreetrailwaywoodstock/little_millstreetrailwaywoodstock0160.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/millstreetrailwaywoodstock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.125480,-80.764550
5325 Sproules Bridge Bridge No. A2 If the construction date given for this bridge is correct, it is one of the oldest of its kind in Canada. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.978950 -80.231140 6th Line Willow Brook Amaranth Township Dufferin County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1912 0 Unknown 6 6 55 16.76 55 16.76 12.8 3.9 https://historicbridges.org/ontario/6thlinenorth/little_6thlinenorth0751_small.jpg https://historicbridges.org/ontario/6thlinenorth/little_6thlinenorth0751.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.978950,-80.231140
5326 Red Bridge This extremely rare pin-connected truss bridge has an uncertain future. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.049460 -80.377230 Southgate Melancthon Townline Grand River Melancthon Township and Southgate Township Dufferin County, Ontario and Grey County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 1920 Unknown 8 9 84 25.6 84 25.6 19.7 6 https://historicbridges.org/ontario/southgatemelancthon/little_southgatemelancthon0961_small.jpg https://historicbridges.org/ontario/southgatemelancthon/little_southgatemelancthon0961.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatemelancthon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.049460,-80.377230
5327 Jonston Bridge This is a small, unaltered concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Christie and Beattie. 43.974760 -80.230160 6th Line Willow Brook Amaranth Township Dufferin County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1929 0 Unknown Christie and Beattie 8 8 52 15.85 52 15.85 18 5.49 https://historicbridges.org/ontario/6thlinesouth/little_6thlinesouth0692_small.jpg https://historicbridges.org/ontario/6thlinesouth/little_6thlinesouth0692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.974760,-80.230160
5328 8th Line Bridge Bridge 9 This concrete bowstring arch bridge is a tiny jewel along this road. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.771590 -80.090100 8th Line Erin Branch Credit River Erin Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/8thlineerin/little_8thlineerin0616_7_8_tonemappedv_small.jpg https://historicbridges.org/ontario/8thlineerin/little_8thlineerin0616_7_8_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/8thlineerin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.771590,-80.090100
5329 Sideroad 17 Bridge Bridge PB024 This small concrete bowstring arch bridge has been allowed to become very overgrown and buried in gravel. The technical description of the main or most noteworthy span of the bridge is a 29.5 ft (8.99 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.664830 -80.689280 Sideroad 17 Yatton Creek Mapleton Township Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1920 0 Unknown 7 7 29.5 8.99 29.5 8.99 19.7 6 https://historicbridges.org/ontario/sideroad17/little_sideroad172104_small.jpg https://historicbridges.org/ontario/sideroad17/little_sideroad172104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad17/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.664830,-80.689280
5331 Sideroad 18 Bridge Bridge PB025 One of two small surviving concrete bowstring arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a 47.2 ft (14.39 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. 43.637860 -80.658160 Sideroad 18 Yatton Creek Mapleton Township Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1920 0 Charles Borromeo Mattaini of Fergus, Ontario 7 7 47.2 14.39 47.2 14.39 18 5.49 https://historicbridges.org/ontario/sideroad18/little_sideroad182222_small.jpg https://historicbridges.org/ontario/sideroad18/little_sideroad182222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad18/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.637860,-80.658160
5335 Shiloh Bridge Bridge 3-E Although its verticals have spalled, this bridge remains an early and excellent example of its type that is deserving of preservation. The technical description of the main or most noteworthy span of the bridge is a 47.6 ft (14.51 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Charles Borromeo Mattaini of Fergus, Ontario. 43.719170 -80.261800 6th Line Speed River Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1919 0 Charles Borromeo Mattaini of Fergus, Ontario 7 8 47.6 14.51 47.6 14.51 19 5.79 https://historicbridges.org/ontario/6thlinebowstring/little_6thlinebowstring2648_49_50_tonemappedv_small.jpg https://historicbridges.org/ontario/6thlinebowstring/little_6thlinebowstring2648_49_50_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinebowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.719170,-80.261800
5344 Mercer Street Extension Bridge This beautiful riveted through truss bridge in a county with few truss bridges is unfortunately fenced off and privately owned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.801600 -80.131940 Mercer Street Extension (Private Section) Connoquenessing Creek Harmony Butler County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/harmonymercer/little_dscf9385_small.jpg https://historicbridges.org/pennsylvania/harmonymercer/little_dscf9385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/harmonymercer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.801600,-80.131940
5349 Northampton Street Bridge One of the most unusual, rarest, and beautiful bridges in the entire region. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever pin-connected Pratt through truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. The bridge was primarily designed by James Madison Porter III. 40.691490 -75.203840 Northampton Street Delaware River Easton and Phillipsburg Northampton County, Pennsylvania and Warren County, New Jersey New Jersey and Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 12 Cantilever 3 0 0 1896 2002 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York James Madison Porter III 10 10 300 91.44 560 170.69 32.2 9.81 https://historicbridges.org/newjersey/northampton/little_pict4591_small.jpg https://historicbridges.org/newjersey/northampton/little_img_1482.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/northampton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.691490,-75.203840
5352 CR-3 Bridge Neely Hill Sugar Creek Road This bridge with a decorative portal detail was bypassed by a new bridge, and allowed to continue standing even though not in use. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 39.394310 -81.059860 CR-3/8 Sugar Creek Rural Pleasants County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1894 0 Canton Bridge Company of Canton, Ohio 7 7 118 35.97 120 36.58 15.7 4.79 https://historicbridges.org/wvirginia/cr3/bkg_07march405_small.jpg https://historicbridges.org/wvirginia/cr3/07march1063.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.394310,-81.059860
5353 Minto Normanby Townline Bridge This through truss bridge is uncommon in an area noted for small creeks with pony trusses on them. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.999930 -80.874690 Minto Normanby Townline South Saugeen River West Grey and Minto Grey County, Ontario and Wellington County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 0 2001 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/mintonormanbytownline/little_mintonormanbytownline1430_small.jpg https://historicbridges.org/ontario/mintonormanbytownline/little_mintonormanbytownline1430.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mintonormanbytownline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.999930,-80.874690
5354 Concession Road 14 Bridge Big ugly modern guardrails all but hide this tiny pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.094350 -80.863660 Concession Road 14 Beatty Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 4 0 0 0 0 0 0 https://historicbridges.org/ontario/concession14/little_concession141379_small.jpg https://historicbridges.org/ontario/concession14/little_concession141379.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession14/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.094350,-80.863660
5355 Concession Road 16 Bridge The bottom chord of this riveted pony truss has been replaced. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.111190 -80.879640 Concession Road 16 Beatty Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/concession16/little_concession161390_small.jpg https://historicbridges.org/ontario/concession16/little_concession161390.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession16/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.111190,-80.879640
5356 Southgate Road 4 Bridge This bridge stands out among other bridges of this type in the area due to its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 44.010810 -80.627690 Southgate Road 4 South Saugeen River Southgate Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1930 0 Dominion Bridge Company of Montréal, Québec 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/southgateroad4/little_southgateroad41244_small.jpg https://historicbridges.org/ontario/southgateroad4/little_southgateroad41235_6_7n.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgateroad4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.010810,-80.627690
5358 Southgate Road 10 Bridge This pony truss was apparantly hit by a vehicle and subsequently repaired. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.057610 -80.558450 Southgate Road 10 South Saugeen River Southgate Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/southgateroad10/little_southgateroad101093_small.jpg https://historicbridges.org/ontario/southgateroad10/little_southgateroad101093.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgateroad10/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.057610,-80.558450
5359 Southgate Sideroad 47 Bridge This is a lightweight pony truss bridge in a secluded setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.000070 -80.692190 Southgate Sideroad 47 South Saugeen River Southgate Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/southgatesideroad47/little_southgatesideroad471307_small.jpg https://historicbridges.org/ontario/southgatesideroad47/little_southgatesideroad471307.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatesideroad47/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.000070,-80.692190
5360 Southgate Sideroad 57 Bridge This bridge is a pleasant suprise hiding around the corner. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Standard Steel Construction Company of Port Robinson, Ontario. 44.028860 -80.626750 Southgate Sideroad 57 South Saugeen River Southgate Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Standard Steel Construction Company of Port Robinson, Ontario 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/southgatesideroad57/little_southgatesideroad571229_30_31b_small.jpg https://historicbridges.org/ontario/southgatesideroad57/little_southgatesideroad571229_30_31b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatesideroad57/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.028860,-80.626750
5361 Southgate Sideroad 61 Bridge This pony truss differs from others documented in the area in that it lacks outriggers. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.034170 -80.601750 Southgate Sideroad 61 South Saugeen River Southgate Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/southgatesideroad61/little_southgatesideroad611104_small.jpg https://historicbridges.org/ontario/southgatesideroad61/little_southgatesideroad611104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgatesideroad61/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.034170,-80.601750
5362 South Saugeen River Private Bridge This pony truss has been supplemented with what appear to be salvaged roof trusses. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway, but is visible from the nearby public road. 44.031420 -80.608360 Private Driveway South Saugeen River Southgate Grey County, Ontario Ontario Canada This bridge is on a private driveway, but is visible from the nearby public road. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/southgateroad8private/little_southgateroad8private1174_small.jpg https://historicbridges.org/ontario/southgateroad8private/little_southgateroad8private1174.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southgateroad8private/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.031420,-80.608360
5364 Winterbourne Bridge This beautiful heritage bridge is an extremely rare multi-span example of its type. The technical description of the main or most noteworthy span of the bridge is a 153.8 ft (46.88 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 43.559570 -80.476690 Peel Street Grand River Woolwich Township Waterloo Region, Ontario Ontario Canada Metal Camelback Pin-Connected Through Truss Fixed 9 2 0 0 1913 0 Unknown 8 8 153.8 46.88 311 94.79 14 4.27 https://historicbridges.org/ontario/winterbourne/little_p1550977_small.jpg https://historicbridges.org/ontario/winterbourne/little_p1550977.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/winterbourne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.559570,-80.476690
5365 16 Mile Creek Railway Bridge This deck truss bridge noted for its very shallow trusses was more recently widened on one side with girders. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.450710 -79.686850 Railroad (Canadian National and Go Transit) 16 Mile Creek and Cross Avenue Oakville Halton Region, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 5 0 0 0 0 Unknown 6 6 0 0 490 149.35 0 0 https://historicbridges.org/ontario/16milecreekrailway/little_16milecreekrailway0438_39_40v_small.jpg https://historicbridges.org/ontario/16milecreekrailway/little_16milecreekrailway0438_39_40v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/16milecreekrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.450710,-79.686850
5366 Black Ash Road Bridge This bridge has been abandoned, perhaps drawing curious bridge enthusiasts. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.921460 -82.077540 Black Ash Road Bear Creek Enniskillen Township Lambton County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/ontario/blackashroad/little_blackashroad0100_small.jpg https://historicbridges.org/ontario/blackashroad/little_blackashroad0100.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackashroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.921460,-82.077540
5367 Fairweather Road Bridge This bridge is nothing spectacular, but appears to have rolled girders with floorbeams supporting the deck. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.848640 -82.214290 Fairweather Road Bear Creek Enniskillen Township Lambton County, Ontario Ontario Canada Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/ontario/fairweatherroad/little_fairweatherroad0004_5_6b_small.jpg https://historicbridges.org/ontario/fairweatherroad/little_fairweatherroad0004_5_6b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fairweatherroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.848640,-82.214290
5368 23rd Line Bridge This is an extremely old surviving example of a concrete arch bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.070790 -80.977680 Railroad (Canadian Pacific) 23rd Line Zorra Oxford County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1909 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/23rdline/little_23rdline0136_small.jpg https://historicbridges.org/ontario/23rdline/little_23rdline0136.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/23rdline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.070790,-80.977680
5369 Southside Park Bridge This is an old concrete arch bridge in a park setting that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.121680 -80.751120 Southside Park Road Cedar Creek Woodstock Oxford County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/ontario/woodstocksouthsidepark/little_woodstocksouthsidepark0231_small.jpg https://historicbridges.org/ontario/woodstocksouthsidepark/little_woodstocksouthsidepark0231.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/woodstocksouthsidepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.121680,-80.751120
5370 Princess Elizabeth Bridge Bridge No. ML7 The official name and dedication of this bridge is a sure sign that it is not a recent bridge. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.645870 -80.678110 CR-12 Conestogo River Mapleton Township Wellington County, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 9 1 0 0 1947 0 Hamilton Bridge Company of Hamilton, Ontario 6 7 164 49.99 164 49.99 27.6 8.41 https://historicbridges.org/ontario/wellingtonroad12/little_wellingtonroad122142_small.jpg https://historicbridges.org/ontario/wellingtonroad12/little_wellingtonroad122142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad12/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.645870,-80.678110
5371 Palmerston Bridge Beautifully preserved as part of a railroad museum, this is one of the largest truss footbridges in Ontario and one of the most iconic bridges in the region. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.831880 -80.848290 Pedestrian Walkway Grand Truck Railway Yard Palmerston (Minto) Wellington County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 12 5 Metal Deck Girder Fixed 0 5 1912 2008 Unknown 8 10 0 0 570 173.74 0 0 https://historicbridges.org/ontario/palmerston/little_palmerston1735_small.jpg https://historicbridges.org/ontario/palmerston/little_palmerston1735.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/palmerston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.831880,-80.848290
5378 CR-109 Middle Bridge One of several old and unaltered concrete bridges along this stretch of road, this is the only one that is an arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.829370 -80.522780 CR-109 (Former KH-9) Conestogo River Wellington North Wellington County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1931 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/arthurmiddle/little_arthurmiddle1911_small.jpg https://historicbridges.org/ontario/arthurmiddle/little_arthurmiddle1911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthurmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.829370,-80.522780
5379 CR-109 Far East Bridge One of several old and unaltered concrete bridges along this stretch of road that document a transition period in Ontario bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.834850 -80.496990 CR-109 (Former KH-9) Conestogo River Wellington North Wellington County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1934 0 Unknown 6 6 0 0 44.3 13.5 37.4 11.4 https://historicbridges.org/ontario/arthurfareast/little_arthurfareast1931_small.jpg https://historicbridges.org/ontario/arthurfareast/little_arthurfareast1931.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthurfareast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.834850,-80.496990
5380 CR-109 West Bridge One of several old and unaltered concrete bridges along this stretch of road that document a transition period in Ontario bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.828140 -80.528530 CR-109 (Former KH-9) Conestogo River Wellington North Wellington County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1931 0 Unknown 6 6 0 0 60.7 18.5 38 11.58 https://historicbridges.org/ontario/arthurwest/little_arthurwest1902_small.jpg https://historicbridges.org/ontario/arthurwest/little_arthurwest1902.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthurwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.828140,-80.528530
5381 CR-109 East Bridge One of several old and unaltered concrete bridges along this stretch of road that document a transition period in Ontario bridge design. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.832030 -80.510070 CR-109 (Former KH-9) Conestogo River Wellington North Wellington County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1931 0 Unknown 6 6 0 0 52.5 16 37.7 11.49 https://historicbridges.org/ontario/arthureast/little_arthureast1921_small.jpg https://historicbridges.org/ontario/arthureast/little_arthureast1921.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arthureast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.832030,-80.510070
5383 Moorefield Bridge Bridge No. ML2 This is a small pony truss bridge and a gateway into the small community of Moorefield. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 43.757700 -80.748380 CR-10 Moorefield Creek Mapleton Township Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1954 0 Dominion Bridge Company of Montréal, Québec 4 4 0 0 74.1 22.59 27.2 8.29 https://historicbridges.org/ontario/moorefield/little_moorefield1792_small.jpg https://historicbridges.org/ontario/moorefield/little_moorefield1792.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/moorefield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.757700,-80.748380
5385 Tiffany Creek Culvert Tiffany Creek Bridge This small stone arch has the potential to be one of the oldest in Ontario. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.240600 -79.960120 Wilson Street and Bruce Trail Tiffany Creek Hamilton (Near Ancaster Heights) Hamilton City, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 1936 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/tiffany/little_p2910145_small.jpg https://historicbridges.org/ontario/tiffany/little_p2910145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tiffany/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.240600,-79.960120
5387 Emerson Simmons Bridge Bridge No. ML4 This bridge stands out among other truss bridges in the area as a multi-span pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by A. H MacLellan. The bridge was primarily designed by W. H. Keith. 43.757100 -80.669460 Wellington Street (CR-11) Conestogo River Mapleton Township Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 8 2 0 0 1952 0 A. H MacLellan W. H. Keith 6 6 107 32.61 214.2 65.29 33.1 10.09 https://historicbridges.org/ontario/drayton/little_drayton2053_small.jpg https://historicbridges.org/ontario/drayton/little_drayton2053.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/drayton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.757100,-80.669460
5389 Tansley Bridge Dundas Street Bridge Although it has been widened on one side with ugly beams, the original part of this bridge is a beautiful example of a deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.414570 -79.799320 Dundas Street (RR-5) Bronte Creek Burlington Halton Region, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 16 Continuous 4 0 0 1948 1979 Unknown 7 8 0 0 700 213.36 0 0 https://historicbridges.org/ontario/dundasstreetbrontecreek/little_dundasstreetbrontecreek0397_8_9_tonemappedv_small.jpg https://historicbridges.org/ontario/dundasstreetbrontecreek/little_dundasstreetbrontecreek0397_8_9_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dundasstreetbrontecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414570,-79.799320
5390 Old Tansley Bridge Piers Although the substructure is modern, the piers of this bridge are old, from a former highway bridge at this location. The technical description of the main or most noteworthy span of the bridge is a concrete continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.414520 -79.798980 Pipeline (Former Dundas Street Alignment) Bronte Creek Burlington Halton Region, Ontario Ontario Canada Concrete Stringer (Multi-Beam) Fixed 0 Continuous 5 0 0 1919 2013 Unknown 2 2 0 0 545 166.12 0 0 https://historicbridges.org/ontario/dundasstreetbrontecreekpipeline/little_dundasstreetbrontecreekpipeline0267_8_9v_small.jpg https://historicbridges.org/ontario/dundasstreetbrontecreekpipeline/little_dundasstreetbrontecreekpipeline0267_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/dundasstreetbrontecreekpipeline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.414520,-79.798980
5391 Sideroad 6 Bridge Bridge No. ML6 This is a small but complete example of a riveted pony truss, and it has a slight skew. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.840770 -80.710080 Sideroad 6 Mallet River Mapleton Township Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1910 0 Unknown 5 4 0 0 55.8 17.01 18 5.49 https://historicbridges.org/ontario/sideroad6/little_sideroad61848_small.jpg https://historicbridges.org/ontario/sideroad6/little_sideroad61848.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.840770,-80.710080
5392 ! Flax Bridge Bridge No. ML3 This small mid-20th Century pony truss bridge retains integrity of original design and truss materials. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by A. H MacLellan. The bridge was primarily designed by W. H. Keith. 43.833610 -80.609810 CR-11 Mitchells Creek Mapleton Township Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1954 0 A. H MacLellan W. H. Keith 4 4 0 0 73 22.25 26 7.92 https://historicbridges.org/ontario/wellingtonroad11/little_wellingtonroad111877_small.jpg https://historicbridges.org/ontario/wellingtonroad11/little_wellingtonroad111877.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad11/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.833610,-80.609810
5393 Middletown Road Railway Overpass This rare stone arch overpass was widened some time long ago with an additional stone arch system. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.253420 -80.027300 Railroad (Canadian National) Middletown Road Hamilton Hamilton City, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/middletown2/little_p2910110_small.jpg https://historicbridges.org/ontario/middletown2/little_p2910110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/middletown2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.253420,-80.027300
5394 Severn Railway Bridge GTRS Bridge 188 This truss and plate girder bridge rests on a stone substructure. The technical description of the main or most noteworthy span of the bridge is a 162.3 ft (49.47 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 44.775080 -79.338390 Railroad (Canadian National) Severn River Gravenhurst and Washago Muskoka District, Ontario and Simcoe County, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 1 1906 0 Unknown 6 6 162.3 49.47 216.8 66.08 0 0 https://historicbridges.org/ontario/severnbridgerailwaybridge/little_severnbridgerailwaybridge2669_small.jpg https://historicbridges.org/ontario/severnbridgerailwaybridge/little_severnbridgerailwaybridge2669.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/severnbridgerailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.775080,-79.338390
5395 Royal Windsor Drive Plate Girder Overpass One of two parallel railway over highway overpasses of strongly different appearance and design, this one is a traditional railway design. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.477750 -79.666090 Railroad (Canadian National) Royal Windsor Drive Oakville Halton Region, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 1965 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/ontario/royalwindsordrive2/little_day1royalwindsordrive11054_small.jpg https://historicbridges.org/ontario/royalwindsordrive2/little_day1royalwindsordrive11054.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/royalwindsordrive2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.477750,-79.666090
5396 Royal Windsor Drive Rigid-Frame Overpass One of two parallel railway over highway overpasses of strongly different appearance and design, this one looks more like a highway bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.477470 -79.666440 Railroad (Canadian National) Royal Windsor Drive Oakville Halton Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1952 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ontario/royalwindsordrive/little_day1royalwindsordrive11044_small.jpg https://historicbridges.org/ontario/royalwindsordrive/little_day1royalwindsordrive11044.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/royalwindsordrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.477470,-79.666440
5398 Spencer Creek Railway Bridge This is an uncommon example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.273310 -79.972270 Railroad (Canadian National) Spencer Creek Hamilton Hamilton City, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/cnspencercreek/little_p1140595_small.jpg https://historicbridges.org/ontario/cnspencercreek/little_p1140595.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnspencercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.273310,-79.972270
5399 3rd Line Bridge Bridge No. CW1 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.715940 -80.308020 3rd Line Speed River Tributary Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1921 0 Unknown 4 3 0 0 38 11.58 21 6.4 https://historicbridges.org/ontario/3rdlinegirder/little_3rdlinegirder2723_4_5_tonemappedv_small.jpg https://historicbridges.org/ontario/3rdlinegirder/little_3rdlinegirder2723_4_5_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/3rdlinegirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.715940,-80.308020
5400 4th Line Bridge Bridge No. CW22 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.697210 -80.279000 4th Line Speed River Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1923 0 Unknown 4 3 0 0 43.6 13.29 21 6.4 https://historicbridges.org/ontario/4thlinegirder/little_4thlinegirder2743_4_5_tonemappedv_small.jpg https://historicbridges.org/ontario/4thlinegirder/little_4thlinegirder2743_4_5_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/4thlinegirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.697210,-80.279000
5401 Sideroad 5 Bridge Bridge No. CW16 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.718430 -80.489290 Sideroad 5 Carroll Creek Tributary Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1929 0 Unknown 4 3 0 0 28.9 8.81 21.3 6.49 https://historicbridges.org/ontario/sideroad5girder/little_sideroad5girder2387_8_9v_small.jpg https://historicbridges.org/ontario/sideroad5girder/little_sideroad5girder2387_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad5girder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.718430,-80.489290
5402 7th Line Bridge Bridge No. CW4 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.846240 -80.395960 7th Line Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1925 0 Unknown 4 3 0 0 46.6 14.2 21 6.4 https://historicbridges.org/ontario/7thlinebnorth/little_7thlinebnorth1997_8_9v_small.jpg https://historicbridges.org/ontario/7thlinebnorth/little_7thlinebnorth1997_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thlinebnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.846240,-80.395960
5403 7th Line Bridge Bridge No. CW5 This is a small and simple example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.835120 -80.380440 7th Line Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Unknown 5 4 0 0 39 11.89 16.4 5 https://historicbridges.org/ontario/7thlinebsouth/little_7thlinebsouth1992_small.jpg https://historicbridges.org/ontario/7thlinebsouth/little_7thlinebsouth1992.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thlinebsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.835120,-80.380440
5405 7th Line Bridge Bridge No. A4 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.962150 -80.248560 7th Line Willow Brook Amaranth Township Dufferin County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown 4 3 0 0 0 0 16.1 4.91 https://historicbridges.org/ontario/7thlinesouth/little_7thlinesouth0821_small.jpg https://historicbridges.org/ontario/7thlinesouth/little_7thlinesouth0821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thlinesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.962150,-80.248560
5406 Sideroad 15 Bridge Bridge No. A5 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.973960 -80.237820 Sideroad 15 Willow Brook Amaranth Township Dufferin County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown 4 3 0 0 0 0 15.1 4.6 https://historicbridges.org/ontario/sideroad15b/little_sideroad150797_8_9b_small.jpg https://historicbridges.org/ontario/sideroad15b/little_sideroad150797_8_9b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad15b/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.973960,-80.237820
5407 Sideroad 20 Bridge Bridge No. A7 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 44.000400 -80.255680 Sideroad 20 Willow Brook Amaranth Township Dufferin County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown 4 3 0 0 0 0 16.4 5 https://historicbridges.org/ontario/sideroad20c/little_sideroad200860_small.jpg https://historicbridges.org/ontario/sideroad20c/little_sideroad200860.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad20c/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.000400,-80.255680
5408 Sideroad 24-25 Bridge Bridge No. GV2 This is an example of one of the unusually large number of concrete girder bridges built in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.960620 -80.376160 Sideroad 24-25 Black Creek Grand Valley Dufferin County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown 4 3 0 0 50 15.24 16 4.88 https://historicbridges.org/ontario/sideroad2425/little_sideroad24251040_1_2b_small.jpg https://historicbridges.org/ontario/sideroad2425/little_sideroad24251040_1_2b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad2425/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.960620,-80.376160
5409 Old 4th Line Bridge Bridge No. CW2 On old alignment, this is a long-abandoned concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.723170 -80.295060 4th Line (Abandoned Alignment) Eramosa River Tributary Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1908 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/4thlineabandoned/little_4thlineabandoned2703_small.jpg https://historicbridges.org/ontario/4thlineabandoned/little_4thlineabandoned2703.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/4thlineabandoned/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.723170,-80.295060
5410 5th Line Bridge Bridge No. CW6 The original railings on this concrete arch bridge have been replaced. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.779500 -80.350910 5th Line Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 4 4 0 0 52.8 16.09 17.4 5.3 https://historicbridges.org/ontario/5thlinearch/little_5thlinearch2578_79_80_fused_small.jpg https://historicbridges.org/ontario/5thlinearch/little_5thlinearch2578_79_80_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/5thlinearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.779500,-80.350910
5412 Forks of the Credit Railway Bridge This bridge is located in a scenic area where railway and river wind through the Niagara Escarpment. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.801380 -79.995440 Railroad (Orangeville Brampton Railway) Erin Branch Credit River and Forks of the Credit Road Caledon (Near Belfountain) Peel Region, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 12 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/forksofthecredit/little_forksofthecredit0583_4_5n_small.jpg https://historicbridges.org/ontario/forksofthecredit/little_forksofthecredit0583_4_5n.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/forksofthecredit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.801380,-79.995440
5417 Mt. Forest Bridge Constable Rick Hopkins Memorial Bridge This is a rare example of a highway deck truss in this region of Ontario. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 43.975510 -80.728480 KH-6 (Main Street) South Saugeen River Wellington North (Mt. Forest) Wellington County, Ontario Ontario Canada Metal Pratt Bolt-Connected Deck Truss Fixed 10 1 0 0 1961 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/mtforest/little_mtforest1349_small.jpg https://historicbridges.org/ontario/mtforest/little_mtforest1349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mtforest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.975510,-80.728480
5418 ! Bosworth Bridge Bridge No. ML5 This pony truss is noted for its extremely long span length. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. The bridge was primarily designed by C. C. Parker and Associates of Hamilton, Ontario. 43.783190 -80.636840 CR-7 Conestogo River Mapleton Township Wellington County, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1949 0 Hamilton Bridge Company of Hamilton, Ontario C. C. Parker and Associates of Hamilton, Ontario 6 6 138 42.06 138 42.06 28.2 8.6 https://historicbridges.org/ontario/wellingtonroad7/little_wellingtonroad72050_small.jpg https://historicbridges.org/ontario/wellingtonroad7/little_wellingtonroad72050.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.783190,-80.636840
5419 Caldwell Bridge Bridge No. CW27 Although the bracing has been altered, this remains an attractive crossing for the community it serves. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by W. H. Keith. 43.711230 -80.369160 Scotland Street (CR-43) Grand River Centre-Wellington (Fergus) Wellington County, Ontario Ontario Canada Metal Camelback Rivet-Connected Through Truss Fixed 9 1 0 0 1955 0 Dominion Bridge Company of Montréal, Québec W. H. Keith 6 6 0 0 164 49.99 32.8 10 https://historicbridges.org/ontario/fergus/little_fergus2473_4_5_fused_small.jpg https://historicbridges.org/ontario/fergus/little_fergus2473_4_5_fused.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fergus/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.711230,-80.369160
5421 Washington Street Bridge Bridge No. CW19 This is a small concrete deck arch bridge with original railings. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.695580 -80.447730 Washington Street Irvine Creek Centre-Wellington (Elora) Wellington County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Unknown 4 4 0 0 33.8 10.3 20.3 6.19 https://historicbridges.org/ontario/washington/little_washington2355_small.jpg https://historicbridges.org/ontario/washington/little_washington2355.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/washington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.695580,-80.447730
5423 Rothsay Bridge Bridge No. ML1 This pony truss enjoys good historic integrity. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.813570 -80.710530 CR-7 Mallet River Mapleton Township Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1952 0 Hamilton Bridge Company of Hamilton, Ontario 6 6 0 0 61.3 18.68 27.2 8.29 https://historicbridges.org/ontario/wellingtonroad7rothsay/little_wellingtonroad7rothsay1808_small.jpg https://historicbridges.org/ontario/wellingtonroad7rothsay/little_wellingtonroad7rothsay1808.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad7rothsay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.813570,-80.710530
5424 CR-87 Bridge Ontario has many concrete rigid-frame bridges, but all-steel examples like this one are rare. The technical description of the main or most noteworthy span of the bridge is a metal rigid-frame, fixed. The bridge was primarily built by Unknown. 43.903790 -80.892940 CR-87 (Former KH-87) Maitland River Minto (Harriston) Wellington County, Ontario Ontario Canada Metal Rigid-Frame Fixed 0 1 0 0 1957 2015 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/wellingtonroad87/little_wellingtonroad871479_small.jpg https://historicbridges.org/ontario/wellingtonroad87/little_wellingtonroad871479.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad87/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.903790,-80.892940
5428 ! Larimer Avenue Bridge This impressive bridge held world records for size when completed. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John F. Casey Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.467400 -79.908670 Larimer Avenue Washington Boulevard (PA-8) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 7 1912 1981 John F. Casey Company of Pittsburgh, Pennsylvania Pittsburgh Department of Public Works 8 8 300 91.44 548 167.03 30 9.14 https://historicbridges.org/pennsylvania/larimeravenue/little_p1240024_small.jpg https://historicbridges.org/pennsylvania/larimeravenue/little_p1240024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/larimeravenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.467400,-79.908670
5436 Bottom Road Bridge This bridge has a portal bracing design that is unusual for its builder. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.504430 -76.429780 Bottom Road Little Gunpowder Falls Rural Baltimore County, Maryland and Harford County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1886 2001 Wrought Iron Bridge Company of Canton, Ohio 7 7 97 29.57 100 30.48 13.5 4.11 https://historicbridges.org/maryland/bottomroadbridge/little_bottomroadbridge3_small.jpg https://historicbridges.org/maryland/bottomroadbridge/little_bottomroadbridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bottomroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.504430,-76.429780
5437 Carroll Road Bridge This is a very old example of a Pratt truss bridge and built by a company of which few examples remain. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Gilbert and Nelson of Chambersburg, Pennsylvania. 39.534080 -76.616520 Carroll Road Carroll Branch Rural Baltimore County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1879 2006 Gilbert and Nelson of Chambersburg, Pennsylvania 8 8 92 28.04 95 28.96 14.4 4.39 https://historicbridges.org/maryland/carrollroadbridge/little_carrollroad_december282013_dover_dscn9758_small.jpg https://historicbridges.org/maryland/carrollroadbridge/little_carrollroad_december282013_dover_dscn9758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/carrollroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.534080,-76.616520
5438 Vinegar Hill Road Bridge This bridge is noted for its unusual pipe struts and ornamental portal bracing knees. The technical description of the main or most noteworthy span of the bridge is a 74.2 ft (22.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 39.447230 -76.381010 Vinegar Hill Road Little Gunpowder Falls Kingsville Baltimore County, Maryland and Harford County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1884 2000 Penn Bridge Company of Beaver Falls, Pennsylvania 8 8 74.2 22.62 77 23.47 14 4.27 https://historicbridges.org/maryland/vinegarhillbridge/little_vinegarhillfranklinvilleroadbridge2_small.jpg https://historicbridges.org/maryland/vinegarhillbridge/little_vinegarhillfranklinvilleroadbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/vinegarhillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.447230,-76.381010
5439 Masemore Road Bridge This is an uncommon example of a skewed pin-connected highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.611410 -76.682850 Masemore Road Gunpowder Falls Rural Baltimore County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1898 2000 Wrought Iron Bridge Company of Canton, Ohio 7 7 118 35.97 120 36.58 14.8 4.51 https://historicbridges.org/maryland/masemoreroadbridge/little_masemoreroad_december282013_dover_dscn9727_small.jpg https://historicbridges.org/maryland/masemoreroadbridge/little_masemoreroad_december282013_dover_dscn9727.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/masemoreroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.611410,-76.682850
5440 Cuba Road Bridge A traditional example of a bridge built by the top truss builder in the 19th Century. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.526110 -76.715600 Cuba Road Western Run Rural Baltimore County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1893 2011 Wrought Iron Bridge Company of Canton, Ohio 7 7 112 34.14 116 35.36 14 4.27 https://historicbridges.org/maryland/cubaroadbridge/little_cubaroadbridge_january102014_dover_dscn0101_small.jpg https://historicbridges.org/maryland/cubaroadbridge/little_cubaroadbridge_january102014_dover_dscn0101.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/cubaroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.526110,-76.715600
5441 Guilford Quarry Railroad Bridge Guilford Pratt Truss Bridge This lightweight railroad bridge has been preserved and reused as a rail-trail bridge. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.165620 -76.840920 Railroad (Patuxent Branch Rail-Trail) Little Patuxent River Columbia Howard County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1902 2002 Unknown 7 7 83 25.3 83 25.3 0 0 https://historicbridges.org/maryland/guilfordpratttruss/little_guilfordpratttruss_january102014_dover_dscn0236_small.jpg https://historicbridges.org/maryland/guilfordpratttruss/little_guilfordpratttruss_january102014_dover_dscn0236.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/guilfordpratttruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.165620,-76.840920
5442 Sparks Road Bridge This bridge features a design pattern that its builder only rarely used, and has been altered with a steel arch retrofit. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.539800 -76.639480 Sparks Road Gunpowder Falls Sparks Baltimore County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1888 1990 Wrought Iron Bridge Company of Canton, Ohio 7 7 175 53.34 178.2 54.32 15 4.57 https://historicbridges.org/maryland/sparksroadbridge/little_sparksroad_november22013_dover_dscn7021_small.jpg https://historicbridges.org/maryland/sparksroadbridge/little_sparksroad_november22013_dover_dscn7021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/sparksroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.539800,-76.639480
5443 Paper Mill Road Bridge This unique and ornamented bridge has been bypassed and abandoned in good condition. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal three-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.501770 -76.622520 Paper Mill Road (Old Alignment) Loch Raven Reservoir (Gunpowder Falls) Phoenix Baltimore County, Maryland Maryland United States Metal Braced Ribbed Three-Hinged Through Arch Fixed 0 1 0 5 1922 2007 Bethlehem Steel Company of Bethlehem, Pennsylvania John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 8 8 361 110.03 521 158.8 20 6.1 https://historicbridges.org/maryland/papermillroadbridge/little_papermill_november22013_dover_dscn7003_small.jpg https://historicbridges.org/maryland/papermillroadbridge/little_papermill_november22013_dover_dscn7003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/papermillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.501770,-76.622520
5445 Simpsons Mill Road Bridge This is a fairly short Pratt through truss of traditional design. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.583150 -77.226100 Simpsons Mill Road Little Pipe Creek Rural Frederick County, Maryland and Carroll County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1890 1998 Unknown 7 7 90 27.43 90 27.43 13 3.96 https://historicbridges.org/maryland/simpsonsmillroadbridge/little_simpsonsmill_december152013_dover_dscn9389_small.jpg https://historicbridges.org/maryland/simpsonsmillroadbridge/little_simpsonsmill_december152013_dover_dscn9389.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/simpsonsmillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.583150,-77.226100
5446 Governor's Bridge This traditional riveted through truss bridge is an uncommon example of its type in the local area. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.951450 -76.693460 Governor Bridge Road Patuxent River Bowie Prince Georges County, Maryland and Anne Arundel County, Maryland Maryland United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1912 0 Unknown 7 7 114 34.75 117.5 35.81 12 3.66 https://historicbridges.org/maryland/governorsbridge/little_governors_december142013_dover_dscn9261_small.jpg https://historicbridges.org/maryland/governorsbridge/little_governors_december142013_dover_dscn9261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/governorsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.951450,-76.693460
5447 Hollifield Road Bridge This is an excellent example of a state-designed 1930s truss bridge in Maryland. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. 39.310350 -76.792690 Hollifield Road (Johnnycake Road) Patapsco River Rural Baltimore County, Maryland and Howard County, Maryland Maryland United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1934 2005 Unknown Maryland State Roads Commission 5 7 160 48.77 164 49.99 20 6.1 https://historicbridges.org/maryland/hollofieldroad/little_patapscohollofield_december152013_dover_dscn9417_small.jpg https://historicbridges.org/maryland/hollofieldroad/little_patapscohollofield_december152013_dover_dscn9417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/hollofieldroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.310350,-76.792690
5448 Parkton Stone Arch Bridge Frederick Road Bridge This is the oldest known stone arch bridge in Maryland. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by John Small, George Small,Michael Gardner, and Jonathan Jessup. The bridge was primarily designed by John Davis. 39.641890 -76.658710 Frederick Road (MD-463) Little Falls Parkton Baltimore County, Maryland Maryland United States Stone Segmental Deck Arch Fixed 0 2 0 0 1809 0 John Small, George Small,Michael Gardner, and Jonathan Jessup John Davis 9 9 18 5.49 62 18.9 27 8.23 https://historicbridges.org/maryland/parktonstonearch/little_parktonstonebridge_november22013_dover_dscn7027_small.jpg https://historicbridges.org/maryland/parktonstonearch/little_parktonstonebridge_november22013_dover_dscn7027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/parktonstonearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.641890,-76.658710
5449 Hanover Street Bridge Vietnam Veterans Memorial Bridge Both the concrete approach spans and the bascule span of this amazing bridge are independently examples of extremely rare and unusual bridge types. The technical description of the main or most noteworthy span of the bridge is a 229 ft (69.8 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Rall. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.257800 -76.616290 Hanover Street Middle Branch Patapsco River Baltimore Baltimore City, Maryland Maryland United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Rall 0 1 Concrete Open Spandrel Deck Arch Fixed 0 Cantilever 36 1916 1992 Strobel Steel Construction Company of Chicago, Illinois John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 9 10 229 69.8 2023 616.61 60 18.29 https://historicbridges.org/maryland/hanoverstreetbridge/little_hanoverstreet_march242013_dover_dscn1369_small.jpg https://historicbridges.org/maryland/hanoverstreetbridge/little_hanoverstreet_march242013_dover_dscn1369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/hanoverstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.257800,-76.616290
5450 Brownsville Bridge Old Brownsville Bridge A historical feat when completed, this pin connected bridge is noted for its enormous Pennsylvania truss span. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.022490 -79.889830 Bridge Street (PA-2067) Monongahela River and Railroad (Norfolk Southern) Rural Fayette County, Pennsylvania and Washington County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 20 1 Metal Through Girder Fixed 0 7 1914 1987 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 9 10 520 158.5 945 288.04 22.6 6.89 https://historicbridges.org/pennsylvania/brownsville/little_dscf6195_small.jpg https://historicbridges.org/pennsylvania/brownsville/little_dscf6195.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.022490,-79.889830
5451 Easton-Phillipsburg Toll Bridge Bushkill Street Bridge This bridge was when built was among the longest simple truss spans built.! The technical description of the main or most noteworthy span of the bridge is a 550 ft (167.64 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 40.694510 -75.203730 US-22 (Bushkill Street) Delaware River Easton and Phillipsburg Northampton County, Pennsylvania and Warren County, New Jersey New Jersey and Pennsylvania United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 18 1 0 0 1938 2015 Bethlehem Steel Company of Bethlehem, Pennsylvania John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 9 9 550 167.64 550 167.64 40 12.19 https://historicbridges.org/newjersey/eastonphillipsburg/little_pict4601_small.jpg https://historicbridges.org/newjersey/eastonphillipsburg/little_redoeastonphillipsburg5415_6_7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/eastonphillipsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.694510,-75.203730
5454 Kerr's Bridge Sideroad 22C Bridge / Breadner Bridge Featuring a unique portal bracing, this bridge appears to be one of the oldest of its kind in Ontario. The technical description of the main or most noteworthy span of the bridge is a 114.2 ft (34.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 44.487340 -80.493530 Sideroad 22C Beaver River Grey Highlands Grey County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Hamilton Bridge Company of Hamilton, Ontario 8 9 114.2 34.81 114.2 34.81 13.1 3.99 https://historicbridges.org/ontario/sideroad22c/little_sideroad22c1698_small.jpg https://historicbridges.org/ontario/sideroad22c/little_sideroad22c1698.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad22c/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.487340,-80.493530
5455 1st Line North Bridge One of a rapidly disappearing group of beautiful heritage concrete bowstring rainbow arch bridges in this township. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Reid-Riddell Engineering of Toronto, Ontario. 43.754050 -80.408720 1st Line Irvine Creek Centre-Wellington Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1929 0 Reid-Riddell Engineering of Toronto, Ontario 7 7 0 0 63 19.2 16.1 4.91 https://historicbridges.org/ontario/1stline1/little_p1560349_small.jpg https://historicbridges.org/ontario/1stline1/little_p1560349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/1stline1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.754050,-80.408720
5457 ! Monte Rio Bridge Bohemian Highway Bridge This uncommon multi-span pony truss has a suprisingly streamlined appearance. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 38.466380 -123.010200 Bohemian Highway Russian River Rural Sonoma County, California California United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 5 Metal Stringer (Multi-Beam) Fixed 0 7 1934 0 Unknown 6 6 100 30.48 772 235.31 20 6.1 https://historicbridges.org/california/bohemianhighwaybridge/little_day5_bohemianhighwaybridge05886_small.jpg https://historicbridges.org/california/bohemianhighwaybridge/little_day5_bohemianhighwaybridge05886.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/bohemianhighwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.466380,-123.010200
5458 ! Old US-41 Rapid River Bridge This bridge is among the oldest trunk line bridges in Michigan and an early, rare multi-span concrete girder. The technical description of the main or most noteworthy span of the bridge is a 33.8 ft (10.3 m) concrete through girder, fixed. The bridge was primarily built by Delta Contracting Company of Escanaba, Michigan. The bridge was primarily designed by Michigan State Highway Department. 46.022650 -86.979150 CR-I39 (15 Road) Rapid River Rural Delta County, Michigan Michigan United States Concrete Through Girder Fixed 0 2 0 0 1916 0 Delta Contracting Company of Escanaba, Michigan Michigan State Highway Department 6 7 33.8 10.3 70 21.34 17 5.18 https://historicbridges.org/michigan/old41rapid/little_cri39rapidriver_1703_small.jpg https://historicbridges.org/michigan/old41rapid/little_cri39rapidriver_1703.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/old41rapid/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.022650,-86.979150
5459 Fort Duquesne Bridge The smaller of two similar double-deck arch bridges that frame the Point at Pittsburgh. The technical description of the main or most noteworthy span of the bridge is a 432 ft (131.67 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). 40.444290 -80.009300 I-279 Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Box Beam Fixed 0 Continuous 4 1959 2010 American Bridge Company of New York, New York Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) 5 6 432 131.67 921 280.72 53.5 16.31 https://historicbridges.org/pennsylvania/fortduquesne/little_p1230099_small.jpg https://historicbridges.org/pennsylvania/fortduquesne/little_p1230099.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fortduquesne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444290,-80.009300
5460 Long Grove Bridge This locally rare truss bridge with beautiful sidewalk hand railing sadly has a fake wooden covering to make it look like a covered bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 42.177470 -87.999770 Robert Parker Coffin Road Buffalo Creek Long Grove Lake County, Illinois Illinois United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1906 1981 Joliet Bridge and Iron Company of Joliet, Illinois 6 7 40 12.19 41 12.5 17.4 5.3 https://historicbridges.org/illinois/longgrove/little_longgrove2351_small.jpg https://historicbridges.org/illinois/longgrove/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/longgrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.177470,-87.999770
5461 Hatfield Road Bridge This traditional t-beam superstructure sitting on an old stone substructure contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 40.014340 -75.842310 Hatfield Road (PA-4005) West Branch Brandywine Creek Rural Chester County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 2 0 0 1928 0 Unknown 3 5 38 11.58 78 23.77 17.7 5.39 https://historicbridges.org/pennsylvania/bridge103hatfield/little_bridge103hatfield012_small.jpg https://historicbridges.org/pennsylvania/bridge103hatfield/little_bridge103hatfield012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge103hatfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.014340,-75.842310
5462 Cheboygan Bridge This is a tiny double-leaf bascule bridge that was built in 1940. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 45.645950 -84.472850 US-23 (State Street) Cheboygan River Cheboygan Cheboygan County, Michigan Michigan United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1940 2003 W. J. Storen Company of Detroit, Michigan Hazelet and Erdal of Chicago, Illinois 6 6 70 21.34 155 47.24 40 12.19 https://historicbridges.org/other/us23bascule/bkg_sault162_small.jpg https://historicbridges.org/other/us23bascule/sault612.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=other/us23bascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.645950,-84.472850
5463 Kinzie Street Railroad Bridge Chicago and Northwestern Railway Bridge A record-setting bridge when built, this bridge was a pioneer in new bascule bridge designs and technology. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 41.888700 -87.639210 Railroad (Abandoned Union Pacific) North Branch Chicago River Chicago Cook County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Strauss Trunnion 7 1 Metal Girder Fixed 0 1 1907 0 Toledo-Massillon Bridge Company of Toledo, Ohio Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 9 170 51.82 195.8 59.68 0 0 https://historicbridges.org/truss/nbrail/little_pict0608_small.jpg https://historicbridges.org/truss/nbrail/main2016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=truss/nbrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888700,-87.639210
5466 Chicago and Alton Railroad Bridge The first ever built, and today the last remaining example of a Page bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren (No Verticals) through truss, movable: single leaf bascule, Page. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by William M. Hughes of Chicago, Illinois. 41.839930 -87.664570 Railroad (Metra Heritage Corridor, Amtrak, and Canadian National) South Fork South Branch Chicago River (Bubbly Creek) Chicago Cook County, Illinois Illinois United States Metal Warren (No Verticals) Rivet-Connected Through Truss Movable: Single Leaf Bascule Page 5 1 Metal Girder Fixed 0 1 1906 0 American Bridge Company of New York, New York William M. Hughes of Chicago, Illinois 9 9 150 45.72 214 65.23 34.3 10.45 https://historicbridges.org/illinois/chicagoaltonrr/little_brg_7565_6_7_natural_small.jpg https://historicbridges.org/illinois/chicagoaltonrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chicagoaltonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.839930,-87.664570
5468 Camp Meeting Road Bridge This is a very unique low-profile, lightweight truss overpass bridge featuring a rare truss design. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. 40.420360 -74.712120 Camp Meeting Road (Skillman Road, CR-602) Railroad (Conrail) Rural Somerset County, New Jersey New Jersey United States Metal Howe Rivet-Connected Pony Truss Fixed 0 3 0 0 1889 1914 Unknown 8 8 42 12.8 104 31.7 14 4.27 https://historicbridges.org/newjersey/campmeeting/little_campmeeting2144_5_6_small.jpg https://historicbridges.org/newjersey/campmeeting/little_campmeeting2144_5_6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/campmeeting/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.420360,-74.712120
5469 Hibernia Mine Railroad Bridge This is a very early and rare example of a truss bridge with Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.560560 -74.647370 Raritan River Greenway, Duke Island Park Bikeway Raritan Power Canal Raritan Somerset County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1879 2007 Phoenix Bridge Company of Phoenixville, Pennsylvania 8 9 71 21.64 71 21.64 10.3 3.14 https://historicbridges.org/newjersey/hiberniaminerr/little_hiberniaminerr2322_small.jpg https://historicbridges.org/newjersey/hiberniaminerr/little_hiberniaminerr2322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hiberniaminerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.560560,-74.647370
5471 Still Valley Road Bridge This bridge is noted for its decorative cast iron caps at the ends of the top chords and its use of uncommon rivet head types. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.654420 -75.135990 Still Valley Road Pohatcong Creek Rural Warren County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 1982 Unknown 7 7 52.2 15.91 56 17.07 15.7 4.79 https://historicbridges.org/newjersey/stillvalley/little_stillvalley1560_small.jpg https://historicbridges.org/newjersey/stillvalley/little_stillvalley1560.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stillvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.654420,-75.135990
5472 Old Mill Road Bridge This bridge is noted for its unusual cast iron bearing design. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.464700 -74.976400 Old Mill Road Wickecheoke Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1899 0 Unknown 7 7 47 14.33 49 14.94 10.8 3.29 https://historicbridges.org/newjersey/oldmillroad/little_oldmillroad0959_small.jpg https://historicbridges.org/newjersey/oldmillroad/little_oldmillroad0959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/oldmillroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.464700,-74.976400
5473 Baptist Church Road Bridge This bridge is a rare example of a bridge built by this company. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. 40.639510 -74.996010 Baptist Church Road Mulhockaway Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1902 0 Horseheads Bridge Company of Horseheads, New York 7 7 32.2 9.81 34 10.36 15.4 4.69 https://historicbridges.org/newjersey/baptistchurchroad/little_baptistchurchroad0026_small.jpg https://historicbridges.org/newjersey/baptistchurchroad/little_baptistchurchroad0026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/baptistchurchroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.639510,-74.996010
5475 Cider Mill Road Bridge This bridge is noted for its unusual struts and portal bracing as well as its uncommon rivet head types. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.466030 -74.792710 Cider Mill Road (Reaville-Clover Hill, CR 29) Neshanic River Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 1976 Unknown 7 7 82 24.99 85 25.91 14.8 4.51 https://historicbridges.org/newjersey/cidermill/little_cidermill0071_2_3f_small.jpg https://historicbridges.org/newjersey/cidermill/little_cidermill0071_2_3f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/cidermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.466030,-74.792710
5476 Lamington Road Bridge This bridge has had load-bearing girders added, but retains the noteworthy and distinctive details of the original truss. The technical description of the main or most noteworthy span of the bridge is a 68.4 ft (20.85 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.630270 -74.736180 Lamington Road Rockaway Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1890 2000 Unknown 7 7 68.4 20.85 68.4 20.85 16 4.88 https://historicbridges.org/newjersey/lamingtonroad/little_lamingtonroad2590_small.jpg https://historicbridges.org/newjersey/lamingtonroad/little_lamingtonroad2590.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lamingtonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.630270,-74.736180
5478 Mountain Road Bridge This truss is unusual in that both top and bottom chords have the same polygonal configuration. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.622360 -74.790810 Mountain Road Railroad (New Jersey Transit, Raritan Valley Line) Rural Hunterdon County, New Jersey New Jersey United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1910 1978 Phoenix Bridge Company of Phoenixville, Pennsylvania 7 6 104 31.7 107.9 32.89 15 4.57 https://historicbridges.org/newjersey/mountainroad/little_mountainroad3005_small.jpg https://historicbridges.org/newjersey/mountainroad/little_mountainroad3005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mountainroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.622360,-74.790810
5480 Ferry Road Bridge This pony truss is noted for its rivets with cone and steeple heads in a number of areas. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.478120 -74.941740 Ferry Road Plum Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1901 2003 Unknown 6 6 48 14.63 50 15.24 15.7 4.79 https://historicbridges.org/newjersey/ferryroad/little_ferryroad0216_small.jpg https://historicbridges.org/newjersey/ferryroad/little_ferryroad0216.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ferryroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.478120,-74.941740
5481 Ravine Road Bridge This early welded truss bridge also reused salvaged riveted floorbeams from a pin-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal welded Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Welding Engineers Inc. of Philadelphia, Pennsylvania. 40.652850 -75.128200 Ravine Road Pohatcong Creek Rural Warren County, New Jersey New Jersey United States Metal Double-Intersection Warren Welded Pony Truss Fixed 4 1 0 0 1938 1997 Welding Engineers Inc. of Philadelphia, Pennsylvania 5 4 52.2 15.91 56 17.07 12 3.66 https://historicbridges.org/newjersey/ravineroad/little_ravineroad1244_small.jpg https://historicbridges.org/newjersey/ravineroad/little_ravineroad1244.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/ravineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.652850,-75.128200
5484 Lower Creek Road Bridge This is a heavy duty riveted pony truss that replaced a 19th century truss bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.421860 -74.979740 Lower Creek Road Wickecheoke Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 2 0 0 0 2001 Unknown 6 6 49 14.94 101 30.78 13.8 4.21 https://historicbridges.org/newjersey/lowercreek/little_lowercreek0651_small.jpg https://historicbridges.org/newjersey/lowercreek/little_lowercreek0651.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.421860,-74.979740
5485 Lower Kingtown Road Bridge This traditional pony truss bridge has enjoyed a well-maintained paint system. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.594770 -74.938440 Lower Kingtown Road Capoolong Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1925 1999 Unknown 6 6 52.2 15.91 53.2 16.22 14 4.27 https://historicbridges.org/newjersey/lowerkingstown/little_lowerkingstown0725_small.jpg https://historicbridges.org/newjersey/lowerkingstown/little_lowerkingstown0725.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowerkingstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594770,-74.938440
5486 Hamp Road Bridge This bridge has a lot of alterations but retains the key design details of its original builder. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.397320 -74.926950 Hamp Road Alexauken Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 1994 Wrought Iron Bridge Company of Canton, Ohio 6 6 54 16.46 55 16.76 13 3.96 https://historicbridges.org/newjersey/hamp/little_hamp0247_small.jpg https://historicbridges.org/newjersey/hamp/little_hamp0247.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hamp/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.397320,-74.926950
5487 Pohatcong Creek Private Bridge This private access bridge was built by using fishbelly floor beams from a truss bridge, placed upside down! The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is private property, but is right next to a public road and visible from that road. 40.657818 -75.125073 Private Access Pohatcong Creek Rural Warren County, New Jersey New Jersey United States This bridge is private property, but is right next to a public road and visible from that road. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/newjersey/pohatcongcreek/little_pohatcongcreek1100_1_2_small.jpg https://historicbridges.org/newjersey/pohatcongcreek/little_pohatcongcreek1100_1_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pohatcongcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.657818,-75.125073
5488 Rainbow Hill Road Bridge This is a nice looking multi-span pony truss of traditional design. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.470170 -74.778400 Rainbow Hill Road Neshanic River Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 5 2 0 0 0 1995 Unknown 6 6 75 22.86 153 46.63 13.5 4.11 https://historicbridges.org/newjersey/rainbowhill/little_rainbowhill1113_small.jpg https://historicbridges.org/newjersey/rainbowhill/little_rainbowhill1113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/rainbowhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.470170,-74.778400
5489 Kuhl Road Bridge This is an early example of an all-welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.479620 -74.857950 Kuhl Road Neshanic River Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Welded Full-Slope Pony Truss Fixed 5 1 0 0 1936 0 Unknown 4 4 61 18.59 64 19.51 18 5.49 https://historicbridges.org/newjersey/kuhl/little_kuhl0507_small.jpg https://historicbridges.org/newjersey/kuhl/little_kuhl0507.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kuhl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.479620,-74.857950
5490 Wertsville Road Bridge This is the oldest example of an all-welded truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Welding Engineers Inc. of Philadelphia, Pennsylvania. The bridge was primarily designed by Stacey Widdicombe. 40.428280 -74.830640 Wertsville Road (CR-602) Tributary of Back Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Welded Full-Slope Pony Truss Fixed 4 1 0 0 1934 2002 Welding Engineers Inc. of Philadelphia, Pennsylvania Stacey Widdicombe 4 6 42 12.8 44 13.41 24 7.32 https://historicbridges.org/newjersey/wertsvilleroad/little_wertsvilleroad1725_small.jpg https://historicbridges.org/newjersey/wertsvilleroad/little_wertsvilleroad1725.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/wertsvilleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428280,-74.830640
5491 Wilson Road Bridge This pin-connected bridge is now welded and so severely altered it might be better described as a newer bridge using parts of an older one. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.351080 -74.871470 Wilson Road Moores Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 1960 Unknown 3 3 42 12.8 44 13.41 14.4 4.39 https://historicbridges.org/newjersey/wilsonroad/little_wilsonroad1760_small.jpg https://historicbridges.org/newjersey/wilsonroad/little_wilsonroad1760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/wilsonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.351080,-74.871470
5492 Van Lieus Road Bridge This unusual welded truss bridge appears to use parts salvaged from other riveted truss bridges. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal welded Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.451920 -74.815930 Van Lieus Road Back Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Welded Pony Truss Fixed 4 1 0 0 0 1953 Unknown 3 3 60 18.29 63 19.2 13.5 4.11 https://historicbridges.org/newjersey/vanlieusroad/little_vanlieusroad1678_small.jpg https://historicbridges.org/newjersey/vanlieusroad/little_vanlieusroad1678.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/vanlieusroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.451920,-74.815930
5493 Creek Road Bridge This is an early example of an all-welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal welded Pratt full-slope pony truss, fixed. The bridge was primarily built by Welding Engineers Inc. of Philadelphia, Pennsylvania. 40.635410 -75.168670 Creek Road Pohatcong Creek Rural Warren County, New Jersey New Jersey United States Metal Pratt Welded Full-Slope Pony Truss Fixed 4 1 0 0 1936 1992 Welding Engineers Inc. of Philadelphia, Pennsylvania 4 4 58 17.68 61 18.59 19.4 5.91 https://historicbridges.org/newjersey/creekroadwarrencounty/little_creekroadwarrencounty0162_small.jpg https://historicbridges.org/newjersey/creekroadwarrencounty/little_creekroadwarrencounty0162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/creekroadwarrencounty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.635410,-75.168670
5494 Welisewitz Road Bridge This is a short but heavy-built pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Snook and Sons. 40.463890 -74.785930 Welisewitz Road Back Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1920 2002 Snook and Sons 5 5 43 13.11 44 13.41 16.7 5.09 https://historicbridges.org/newjersey/welisewitz/little_welisewitz1721_small.jpg https://historicbridges.org/newjersey/welisewitz/little_welisewitz1721.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/welisewitz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.463890,-74.785930
5495 Milltown Road Bridge This is a small pony truss in a scenic setting next to an old mill. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by William H. Schaaf. 40.453220 -75.024400 Milltown Road Lockatong Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1929 0 William H. Schaaf 5 5 52.2 15.91 54 16.46 14 4.27 https://historicbridges.org/newjersey/milltown/little_milltown0922_3_4_small.jpg https://historicbridges.org/newjersey/milltown/little_milltown0922_3_4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milltown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.453220,-75.024400
5496 Rake Factory Road Bridge This is an unaltered example of a riveted pony truss compiled of riveted angles. The technical description of the main or most noteworthy span of the bridge is a 51.2 ft (15.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.513780 -74.921470 Rake Factory Road (Rake Road) Wickecheoke Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1915 1994 Unknown 6 6 51.2 15.61 53.2 16.22 14.8 4.51 https://historicbridges.org/newjersey/samlevineroad/little_samlevineroad1536_7_8_small.jpg https://historicbridges.org/newjersey/samlevineroad/little_samlevineroad1536_7_8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/samlevineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.513780,-74.921470
5497 Upper Kingtown Road Bridge This bridge is noted for its association with the Dover Boiler Works. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. 40.593580 -74.944950 Upper Kingtown Road Capoolong Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1919 2003 Dover Boiler Works of Dover, New Jersey 6 6 47 14.33 50 15.24 15 4.57 https://historicbridges.org/newjersey/kingstownroad/little_kingstownroad0354_small.jpg https://historicbridges.org/newjersey/kingstownroad/little_kingstownroad0354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kingstownroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.593580,-74.944950
5498 Califon Bridge Although this altered truss has the name of I. P. Bartley on its plaque, it is clearly a truss fabricated by Massillon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by I. P. Bartley and Co. of Bartley, New Jersey and Massillon Bridge Company of Massillon, Ohio. 40.720610 -74.837680 Main Street (CR-512) South Branch Raritan River Califon Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1887 195 I. P. Bartley and Co. of Bartley, New Jersey and Massillon Bridge Company of Massillon, Ohio 7 7 95 28.96 100 30.48 24 7.32 https://historicbridges.org/newjersey/califon/little_califon2040_small.jpg https://historicbridges.org/newjersey/califon/little_califon2040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/califon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720610,-74.837680
5499 Buttzville Road Bridge This early rivet-connected truss bridge is features an uncommon double-Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 40.831560 -75.005390 Buttzville Road Pequest River Rural Warren County, New Jersey New Jersey United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1902 2010 Unknown 8 8 105 32 108 32.92 16 4.88 https://historicbridges.org/newjersey/buttzville/little_buttzville1984_small.jpg https://historicbridges.org/newjersey/buttzville/little_buttzville1984.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/buttzville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.831560,-75.005390
5500 Station Road Bridge West This bridge is a rare example of its builder and retains unique decorative finials. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Havana Bridge Works of Montour Falls, New York and Elmira, New York. 40.952580 -75.062050 Station Road Paulins Kill Hainesburg Warren County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 7 1 0 0 1896 1990 Havana Bridge Works of Montour Falls, New York and Elmira, New York 8 8 82 24.99 85 25.91 13.5 4.11 https://historicbridges.org/newjersey/stationroadwest/little_stationroadwest3876_7_8f_small.jpg https://historicbridges.org/newjersey/stationroadwest/little_stationroadwest3876_7_8f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stationroadwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.952580,-75.062050
5501 Station Road Bridge East This bridge is within sight of another historic truss bridge, creating an uncommon setting. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.952160 -75.061350 Station Road Paulins Kill Branch Hainesburg Warren County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1902 1990 Unknown 5 5 62 18.9 63 19.2 15.4 4.69 https://historicbridges.org/newjersey/stationroadeast/little_stationroadeast3761_2_3_small.jpg https://historicbridges.org/newjersey/stationroadeast/little_stationroadeast3761_2_3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stationroadeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.952160,-75.061350
5502 Jackson Road Bridge This bridge is a rare example of a Warren truss bridge with no verticals. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The road east of this bridge is posted as private, so approach this bridge from the west. 40.731580 -74.635510 Jackson Road (Stevens Lane, Pleasant Valley Road) North Branch Raritan River Rural Somerset County, New Jersey New Jersey United States The road east of this bridge is posted as private, so approach this bridge from the west. Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 1 0 0 1927 2008 Unknown 7 7 57 17.37 62 18.9 21.3 6.49 https://historicbridges.org/newjersey/stevenslane/little_stevenslane3899_small.jpg https://historicbridges.org/newjersey/stevenslane/little_stevenslane3899.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stevenslane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.731580,-74.635510
5504 Hoffman's Crossing Bridge This bridge is noteworthy for its association with a local company that more often built water towers than bridges. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Tippett and Wood of Phillipsburg, New Jersey. 40.707080 -74.861150 Hoffmans Crossing Road South Branch Raritan River Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1898 1994 Tippett and Wood of Phillipsburg, New Jersey 7 8 103 31.39 104 31.7 16 4.88 https://historicbridges.org/newjersey/hoffmancrossing/little_hoffmancrossing2477_small.jpg https://historicbridges.org/newjersey/hoffmancrossing/little_hoffmancrossing2477.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hoffmancrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.707080,-74.861150
5505 Hollow Brook Road Bridge This is a very unusual pony truss noted for its unusual truss configuration, decorative cast iron caps, and tiny span length. The technical description of the main or most noteworthy span of the bridge is a 31.5 ft (9.6 m) metal pin-connected Inverted Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 40.717300 -74.736310 Hollow Brook Road Lamington River Rural Hunterdon County, New Jersey New Jersey United States Metal Inverted Kingpost Pin-Connected Pony Truss Fixed 2 1 0 0 1880 0 Unknown 8 9 31.5 9.6 33.1 10.09 16 4.88 https://historicbridges.org/newjersey/hollowbrook/little_hollowbrook2518_small.jpg https://historicbridges.org/newjersey/hollowbrook/little_hollowbrook2518.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hollowbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.717300,-74.736310
5506 Bridge Street Bridge This well maintained truss bridge is notable for association with the Phoenix Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.540700 -74.583600 Bridge Street Railroad (CSX Trenton Line) Manville Somerset County, New Jersey New Jersey United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1918 2006 Phoenix Bridge Company of Phoenixville, Pennsylvania 6 6 116 35.36 125 38.1 24 7.32 https://historicbridges.org/newjersey/manville/little_manville2694_small.jpg https://historicbridges.org/newjersey/manville/little_manville2694.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/manville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.540700,-74.583600
5507 Burnt Mill Road Bridge This pony truss is a rare example of a Warren truss that has no vertical members. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. 40.634550 -74.686660 Burnt Mill Road Lamington River Rural Somerset County, New Jersey New Jersey United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 1 0 0 1919 1985 Unknown 7 7 82 24.99 86 26.21 15 4.57 https://historicbridges.org/newjersey/burntmill/little_burntmill1899_small.jpg https://historicbridges.org/newjersey/burntmill/little_burntmill1891.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/burntmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.634550,-74.686660
5508 Kingwood-Locktown Road Bridge This classic riveted pony truss has some odd alterations but still looks nice overall. The technical description of the main or most noteworthy span of the bridge is a 72.2 ft (22.01 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.483050 -74.975920 Kingwood-Locktown Road Wickecheoke Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 2003 Unknown 5 4 72.2 22.01 74.2 22.62 24.6 7.5 https://historicbridges.org/newjersey/kingwoodlocktownroad/little_kingwoodlocktownroad0409_10_11_small.jpg https://historicbridges.org/newjersey/kingwoodlocktownroad/little_kingwoodlocktownroad0409_10_11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/kingwoodlocktownroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.483050,-74.975920
5509 Locktown-Sergeantsville Road Bridge This is a tiny lightweight riveted pony truss composed of paired angles. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.468620 -74.957520 Locktown-Sergeantsville Road Plum Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1925 2002 Unknown 4 4 47 14.33 49 14.94 25 7.62 https://historicbridges.org/newjersey/locktownsergeantsville/little_locktownsergeantsville0569_small.jpg https://historicbridges.org/newjersey/locktownsergeantsville/little_locktownsergeantsville0569.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/locktownsergeantsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.468620,-74.957520
5510 Locktown Sergeantsville Road Bridge This pony truss bridge was relocated to this location long ago. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.485840 -74.970560 Locktown Sergeantsville Road Wickecheoke Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1920 2001 Unknown 5 4 70 21.34 72 21.95 19 5.79 https://historicbridges.org/newjersey/locktownsergeantsville2/little_locktownsergeantsville20607_small.jpg https://historicbridges.org/newjersey/locktownsergeantsville2/little_locktownsergeantsville20607.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/locktownsergeantsville2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.485840,-74.970560
5511 York Street Bridge This poor altered pony truss bridge has such shoddy looking repairs that it is comical! The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.577070 -75.094650 York Street Hakihohake Creek Milford Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1901 2007 Unknown 4 4 39 11.89 41 12.5 17 5.18 https://historicbridges.org/newjersey/milfordyorkroad/little_milfordyorkroad0862_small.jpg https://historicbridges.org/newjersey/milfordyorkroad/little_milfordyorkroad0862.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/milfordyorkroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.577070,-75.094650
5512 Main Street Bridge Kenneth "Red" Vandegrift Bridge This impressively skewed and barely polygonal through truss bridge is noted for its unusual design details. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 40.688030 -75.197980 Main Street Railroad (New Jersey Transit Raritan Valley Line) Phillipsburg Warren County, New Jersey New Jersey United States Metal Modified Polygonal Warren Rivet-Connected Through Truss Fixed 11 1 0 0 1914 1992 Unknown 7 7 137 41.76 149 45.42 36 10.97 https://historicbridges.org/newjersey/phillipsburgmainstreet/little_phillipsburgmainstreet1078_79_80_small.jpg https://historicbridges.org/newjersey/phillipsburgmainstreet/little_phillipsburgmainstreet1078_79_80.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/phillipsburgmainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.688030,-75.197980
5513 Haney's Mill Bridge Brook Road Bridge With its a-frame portal bracing, this bridge is a good example of a late Wrought Iron Bridge Company truss bridge. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.128810 -74.910280 Brook Road Flat Brook Rural Sussex County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1893 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 98 29.87 102 31.09 10.2 3.11 https://historicbridges.org/newjersey/brookroad2sussex/little_brookroad2sussex1849_small.jpg https://historicbridges.org/newjersey/brookroad2sussex/little_brookroad2sussex1849.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/brookroad2sussex/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.128810,-74.910280
5514 Brook Road Bridge This bridge remains on an old road that is today used by non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.184940 -74.850220 Brook Road Big Flat Brook Rural Sussex County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 46 14.02 46 14.02 11.6 3.54 https://historicbridges.org/newjersey/brookroadsussex/little_brookroadsussex1865_small.jpg https://historicbridges.org/newjersey/brookroadsussex/little_brookroadsussex1865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/brookroadsussex/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.184940,-74.850220
5515 Old Mine Road Bridge This pony truss was bypassed by a new bridge and abandoned. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 41.101340 -74.962220 Old Mine Road Flat Brook Rural Sussex County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 80 24.38 80 24.38 0 0 https://historicbridges.org/newjersey/oldmineflatbrook/little_oldmineflatbrook3076_small.jpg https://historicbridges.org/newjersey/oldmineflatbrook/little_oldmineflatbrook3077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/oldmineflatbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.101340,-74.962220
5516 Walpack Center Bridge This bridge is an excellent example of the work of the Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 41.157230 -74.877240 Main Street Flat Brook Rural Sussex County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1889 2013 Groton Bridge Company of Groton, New York 6 6 67 20.42 68.6 20.91 11.8 3.6 https://historicbridges.org/newjersey/walpackcenter/little_walpackcenter4037_small.jpg https://historicbridges.org/newjersey/walpackcenter/little_walpackcenter4037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/walpackcenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.157230,-74.877240
5517 Roy Tract Bridge Roy's Bridge This bridge has some alterations but retains some nice details including cast iron pin caps. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 41.178700 -74.861550 Fish and Game Road Flat Brook Rural Sussex County, New Jersey New Jersey United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 7 63 19.2 67 20.42 11.2 3.41 https://historicbridges.org/newjersey/roytract/little_roytract3701_small.jpg https://historicbridges.org/newjersey/roytract/little_roytract3701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/roytract/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.178700,-74.861550
5518 Willow Avenue Railroad Overpass This bridge is noted for its skewed design and also its use of brick in the arch ribs. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.652320 -75.090290 Railroad (Norfolk Southern) Willow Avenue Bloomsbury Hunterdon County, New Jersey New Jersey United States Stone and Brick Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newjersey/bloomsburywillowroadrr/little_bloomsburywillowroadrr0054_5_6_small.jpg https://historicbridges.org/newjersey/bloomsburywillowroadrr/little_bloomsburywillowroadrr0054_5_6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bloomsburywillowroadrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.652320,-75.090290
5519 Covered Bridge Road Bridge Despite the name of the road, this bridge is actually a small stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.435842 -74.964261 Covered Bridge Road Wickecheoke Creek Tributary Rural Hunterdon County, New Jersey New Jersey United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/newjersey/coveredbridgeroad/little_coveredbridgeroad0145_small.jpg https://historicbridges.org/newjersey/coveredbridgeroad/little_coveredbridgeroad0145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/coveredbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.435842,-74.964261
5520 Horseshoe Bend Road Bridge This small stone arch bridge has a very sharp bend as the road turns to cross the creek. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.510910 -75.045230 Horseshoe Bend Road Copper Creek Rural Hunterdon County, New Jersey New Jersey United States Stone Segmental Deck Arch Fixed 0 1 0 0 1896 0 Unknown 4 4 21 6.4 21 6.4 15 4.57 https://historicbridges.org/newjersey/horseshoebend/little_horseshoebend0276_small.jpg https://historicbridges.org/newjersey/horseshoebend/little_horseshoebend0276.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/horseshoebend/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.510910,-75.045230
5521 Municipal Drive Railroad Viaduct A lot of overhead fill and a substantial width make this overpass feel more like a pair of tunnels as it crosses over both creek and road. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.650738 -75.139562 Railroad (Norfolk Southern) Pohatcong Creek and Municipal Drive Rural Warren County, New Jersey New Jersey United States Stone Semicircular Deck Arch Fixed 0 2 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/newjersey/municipaldrive/little_municipaldrive0943_small.jpg https://historicbridges.org/newjersey/municipaldrive/little_municipaldrive0943.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/municipaldrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.650738,-75.139562
5523 Bridgepoint Bridge Visiting this beautiful stone arch bridge within a historic district is like taking a trip back in time. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.434460 -74.645050 Mill Pond Road Pike Run Bridgepoint Somerset County, New Jersey New Jersey United States Stone Segmental Deck Arch Fixed 0 1 0 0 1822 2000 Unknown 7 7 18 5.49 57 17.37 13.5 4.11 https://historicbridges.org/newjersey/bridgepoint/little_bridgepoint1799_800_801_small.jpg https://historicbridges.org/newjersey/bridgepoint/little_bridgepoint1799_800_801.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/bridgepoint/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.434460,-74.645050
5524 Island Road Bridge Altered with added beams, this is a fairly long span for a half-hip pony truss and as such it is also noted for its tall trusses. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.623380 -74.720860 Island Road Rockaway Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 2001 Unknown 6 6 69 21.03 70 21.34 13.5 4.11 https://historicbridges.org/newjersey/islandroad/little_islandroad2548_small.jpg https://historicbridges.org/newjersey/islandroad/little_islandroad2548.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/islandroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.623380,-74.720860
5525 Mill Road Bridge This bridge is noted for its two very short truss spans that make use of uncommon steeple head rivets in some areas. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. 40.625360 -74.756420 Mill Road Rockaway Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 3 2 0 0 0 2005 Dover Boiler Works of Dover, New Jersey 6 6 36 10.97 70 21.34 15 4.57 https://historicbridges.org/newjersey/millroad/little_millroad2815_small.jpg https://historicbridges.org/newjersey/millroad/little_millroad2815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/millroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.625360,-74.756420
5526 McCan Mill Road Bridge Vliettown Bridge This is a traditional example of a relatively heavy-built riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.690030 -74.722700 McCan Mill Road Lamington River Rural Hunterdon County, New Jersey and Somerset County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1923 0 Unknown 6 6 60 18.29 63 19.2 15.7 4.79 https://historicbridges.org/newjersey/mccanmill/little_mccanmill2704_small.jpg https://historicbridges.org/newjersey/mccanmill/little_mccanmill2704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mccanmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.690030,-74.722700
5527 Meadow Lane Bridge For a truss bridge of this small size, this one is noted for unusually large eyebars in the end panels. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. 40.676980 -74.793260 Meadow Lane North Branch Rockaway Creek Rural Hunterdon County, New Jersey New Jersey United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1991 Dover Boiler Works of Dover, New Jersey 5 6 60 18.29 61 18.59 13.5 4.11 https://historicbridges.org/newjersey/meadowlane/little_meadowlane2754_small.jpg https://historicbridges.org/newjersey/meadowlane/little_meadowlane2754.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/meadowlane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.676980,-74.793260
5528 Stone Sign Post Road Bridge This is a very short pony truss bridge that is also noted for its ornamentation, unsusual for such a diminutive span. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by J. W. Scott of Flemington, New Jersey. 40.490420 -74.938570 Stone Sign Post Road Plum Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Multiple-Type-Connected Pony Truss Fixed 2 1 0 0 1903 2003 J. W. Scott of Flemington, New Jersey 7 7 28 8.53 30 9.14 15.4 4.69 https://historicbridges.org/newjersey/stonesignpost/little_stonesignpost1647_small.jpg https://historicbridges.org/newjersey/stonesignpost/little_stonesignpost1647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stonesignpost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.490420,-74.938570
5529 Peck's Ferry Bridge Although altered, the unusual design and ornamentation of this very short pony truss bridge can still be appreciated. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by J. W. Scott of Flemington, New Jersey. 40.484120 -74.943520 Locktown-Flemington Road Plum Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Multiple-Type-Connected Pony Truss Fixed 2 1 0 0 1900 2004 J. W. Scott of Flemington, New Jersey 7 7 27 8.23 29 8.84 24.6 7.5 https://historicbridges.org/newjersey/locktownflemington/little_locktownflemington0535_6_7f_small.jpg https://historicbridges.org/newjersey/locktownflemington/little_locktownflemington0535_6_7f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/locktownflemington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.484120,-74.943520
5530 L Manners Road Bridge North One of two bridges on this section of road that are modern bridges that retained the historic trusses as decorative elements on them. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.467780 -74.813120 Manners Road (CR-609) Neshanic River Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 2002 Unknown 2 2 70 21.34 71 21.64 18.7 5.7 https://historicbridges.org/newjersey/mannersroadnorth/little_mannersroadnorth0765_small.jpg https://historicbridges.org/newjersey/mannersroadnorth/little_mannersroadnorth0765.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mannersroadnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.467780,-74.813120
5531 L Manners Road Bridge South One of two bridges on this section of road that are modern bridges that retained the historic trusses as decorative elements on them. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dover Boiler Works of Dover, New Jersey. 40.459330 -74.806280 Manners Road (CR-609) Back Brook Rural Hunterdon County, New Jersey New Jersey United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1914 2002 Dover Boiler Works of Dover, New Jersey 2 2 62 18.9 65 19.81 15.4 4.69 https://historicbridges.org/newjersey/mannersroadsouth/little_mannersroadsouth0830_small.jpg https://historicbridges.org/newjersey/mannersroadsouth/little_mannersroadsouth0830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mannersroadsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.459330,-74.806280
5532 ! Hunter Road Bridge Howell Living History Farm Bridge Although a rare example of its builder, this bridge has been abandoned and is severely deteriorated and at risk for collapse. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. Special note about bridge location: Approach this bridge from the north to avoid crossing private property. 40.338460 -74.897960 Hunter Road Moores Creek (Pleasant Valley Creek) Rural Mercer County, New Jersey New Jersey United States Approach this bridge from the north to avoid crossing private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1889 0 Variety Iron Works of Cleveland, Ohio 7 7 43 13.11 43 13.11 15.7 4.79 https://historicbridges.org/newjersey/hunterroad/little_hunterroad0324_5_6f_small.jpg https://historicbridges.org/newjersey/hunterroad/little_hunterroad0324_5_6f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hunterroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.338460,-74.897960
5533 Greens Bridge Raritan Valley Line Railroad Bridge This is an impressive, tall stone arch bridge that may date to the 1860s. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.677285 -75.169901 Railroad (Raritan Valley Line, Central Railroad of New Jersey) Lapatcong Creek (Morris Canal) and NJ-122 Phillipsburg Warren County, New Jersey New Jersey United States Stone Semicircular Deck Arch Fixed 0 5 0 0 0 0 Unknown 7 7 62 18.9 394 120.09 0 0 https://historicbridges.org/newjersey/raritanvalleylinebridge/little_raritanvalleylinebridge1173_small.jpg https://historicbridges.org/newjersey/raritanvalleylinebridge/little_raritanvalleylinebridge1173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/raritanvalleylinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.677285,-75.169901
5534 ! Dresden Suspension Bridge Bypassed and abandoned, this rare and beautiful bridge is one of a very small number of eyebar suspension bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 443 ft (135.03 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. The bridge was primarily designed by Clyde Tucker Morris of Columbus, Ohio. 40.120610 -82.000310 OH-208 Muskingum River Dresden Muskingum County, Ohio Ohio United States Metal Pony Truss Stiffening Eyebar Chain Suspension Fixed 24 2 Metal Warren Rivet-Connected Pony Truss Fixed 0 1 1914 0 Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio Clyde Tucker Morris of Columbus, Ohio 9 9 443 135.03 705 214.88 0 0 https://historicbridges.org/ohio/dresden/little_dresden1979_80_81b_small.jpg https://historicbridges.org/ohio/dresden/little_dresden1979_80_81b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dresden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.120610,-82.000310
5535 Falling Rock Camp Iron Bridge Doc Brown Bridge One of only a few known Post truss bridges in the country, this is a remarkable example of a cast iron truss bridge. The technical description of the main or most noteworthy span of the bridge is a 64.5 ft (19.66 m) metal (cast iron) pin-connected Post pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located in the Falling Rock Boy Scout Camp. 40.177180 -82.302090 Future Pedestrian Trail Rocky Fork Rural Licking County, Ohio Ohio United States This bridge is located in the Falling Rock Boy Scout Camp. Metal (Cast Iron) Post Pin-Connected Pony Truss Fixed 13 1 0 0 1872 0 Unknown 10 10 64.5 19.66 71.5 21.79 14.3 4.36 https://historicbridges.org/ohio/fallingrockcampbridge/little_fallingrockcampbridge1366_small.jpg https://historicbridges.org/ohio/fallingrockcampbridge/little_fallingrockcampbridge1366.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fallingrockcampbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.177180,-82.302090
5537 White Bridge This is one of the only surviving examples in the country of the unusual Rezner patent bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 127.1 ft (38.74 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Ohio Bridge Company of Cleveland, Ohio. The bridge was primarily designed by William Rezner of Cleveland, Ohio. 41.027390 -80.608970 Riverside Drive Yellow Creek Poland Mahoning County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 14 1 0 0 1877 0 Ohio Bridge Company of Cleveland, Ohio William Rezner of Cleveland, Ohio 9 10 127.1 38.74 129 39.32 18 5.49 https://historicbridges.org/ohio/poland/little_poland4593_4_5f_small.jpg https://historicbridges.org/ohio/poland/little_poland4593_4_5f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/poland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.027390,-80.608970
5538 Lorain Road Viaduct This graceful arch bridge was noted for its early use of welds, reducing the use of rivets in many areas. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. 41.451670 -81.825210 Lorain Road (OH-10) Rocky River Fairview Park Cuyahoga County, Ohio Ohio United States Metal Solid Ribbed Two-Hinged Deck Arch Fixed 13 4 Metal Stringer (Multi-Beam) Fixed 0 5 1935 1990 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania D. H. Overman and Ohio State Highway Department 8 8 256 78.03 1230 374.9 52.2 15.91 https://historicbridges.org/ohio/lorainavenue/little_lorainavenue4490_small.jpg https://historicbridges.org/ohio/lorainavenue/little_lorainavenue4490.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lorainavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451670,-81.825210
5539 ! Hilliard Road Bridge This large, ornate concrete arch bridge has sadly been allowed to deteriorate. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Walsh Construction Company of Cleveland, Ohio. The bridge was primarily designed by Alfred M. Felgate. 41.471390 -81.823940 Hilliard Road (CR 69) Rocky River Rocky River and Lakewood Cuyahoga County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 5 1925 1983 Walsh Construction Company of Cleveland, Ohio Alfred M. Felgate 7 7 220.2 67.12 860 262.13 56 17.07 https://historicbridges.org/ohio/hilliard/little_hilliard4417_small.jpg https://historicbridges.org/ohio/hilliard/little_hilliard4417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hilliard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.471390,-81.823940
5540 Brookpark Viaduct This long and impressive arch bridge, and work of notable state engineer D. H. Overman, has been allowed to deteriorate. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Highway Construction Company of Cleveland, Ohio. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. 41.419610 -81.858080 Brookpark Road (OH-17) Rocky River Fairview Park and Cleveland Cuyahoga County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 8 Concrete T-Beam Fixed 0 7 1933 1989 Highway Construction Company of Cleveland, Ohio D. H. Overman and Ohio State Highway Department 7 7 192 58.52 1919 584.91 52.2 15.91 https://historicbridges.org/ohio/brookparkviaduct/little_brookparkviaduct4324_5_6f_small.jpg https://historicbridges.org/ohio/brookparkviaduct/little_brookparkviaduct4324_5_6f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brookparkviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.419610,-81.858080
5541 Freedom Bridge Owen County Bridge 99 Noted for its significant length, design, and age, this bridge was relocated and reused as a pedestrian overpass to spectacular effect. The technical description of the main or most noteworthy span of the bridge is a 298.9 ft (91.1 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. Special note about bridge location: The bridge was previously located at these coordinates: 39.20528, -86.86583. 40.594100 -86.654780 Monon High Bridge Trail IN-25 (Hoosier Heartland Highway) Delphi Carroll County, Indiana Indiana United States The bridge was previously located at these coordinates: 39.20528, -86.86583. Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 0 0 1898 2014 Lafayette Bridge Company of Lafayette, Indiana 8 9 298.9 91.1 303 92.35 16 4.88 https://historicbridges.org/indiana/freedom/little_brg_9505_small.jpg https://historicbridges.org/indiana/freedom/little_brg_9505.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/freedom/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.594100,-86.654780
5542 Mine Road Bridge This is an excellent example of a Pratt truss by the notable King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.374040 -74.794010 Mine Road Stony Brook Rural Mercer County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1885 2011 King Bridge Company of Cleveland, Ohio 7 7 101 30.78 102 31.09 16.7 5.09 https://historicbridges.org/newjersey/mineroad/little_mineroad2972_3_4f_small.jpg https://historicbridges.org/newjersey/mineroad/little_mineroad2972_3_4f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/mineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.374040,-74.794010
5543 Pottersville Bridge This is an unaltered example of a highway plate girder built by a noteworthy company. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal through girder, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.715161 -74.720282 Fairmount Road and Black River Road (CR-512) Lamington River Pottersville Hunterdon County, New Jersey and Somerset County, New Jersey New Jersey United States Metal Through Girder Fixed 0 1 0 0 1934 1980 Phoenix Bridge Company of Phoenixville, Pennsylvania 4 4 78 23.77 81 24.69 27.6 8.41 https://historicbridges.org/newjersey/pottersville/little_pottersville3280_small.jpg https://historicbridges.org/newjersey/pottersville/little_pottersville3280.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/pottersville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.715161,-74.720282
5544 Riverton-Belvidere Bridge A rare surviving example of its builder, this is an impressive multi-span truss bridge with an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. 40.828800 -75.084740 Water Street (Martins Creek Belvidere Highway, SR-1004) Delaware River Belvidere and Riverton Warren County, New Jersey and Northampton County, Pennsylvania New Jersey and Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 4 0 0 1904 2007 New Jersey Bridge Company of Manasquan, New Jersey 8 8 170 51.82 652 198.73 16 4.88 https://historicbridges.org/newjersey/rivertonbelvidere/little_rivertonbelvidere3649_small.jpg https://historicbridges.org/newjersey/rivertonbelvidere/little_rivertonbelvidere3649.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/rivertonbelvidere/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.828800,-75.084740
5545 NJ-173 Bridge This is an uncommon and unaltered example of a concrete-encased steel plate girder. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. 40.635180 -74.911640 NJ-173 (Old US-22) South Branch Raritan River Clinton Hunterdon County, New Jersey New Jersey United States Metal (Concrete Encased) Through Girder Fixed 0 3 0 0 1926 0 Unknown 5 5 63 19.2 188 57.3 40 12.19 https://historicbridges.org/newjersey/clinton173/little_clinton1732279_80_81_small.jpg https://historicbridges.org/newjersey/clinton173/little_clinton1732279_80_81.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/clinton173/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.635180,-74.911640
5546 Glendon Hill Road Canal Bridge This truss bridge crosses a historic canal and a railroad line in its single span. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Guerber Engineering Company of Bethlehem, Pennsylvania. 40.669730 -75.234820 Glendon Hill Road Lehigh Canal and Railroad (Norfolk Southern) Glendon Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1910 1949 Guerber Engineering Company of Bethlehem, Pennsylvania 6 6 126 38.4 137 41.76 16 4.88 https://historicbridges.org/pennsylvania/glendonhillroadcanal/little_glendonhillroadcanal4953_small.jpg https://historicbridges.org/pennsylvania/glendonhillroadcanal/little_glendonhillroadcanal4953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glendonhillroadcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669730,-75.234820
5547 Glendon Hill Road River Bridge This truss bridge is noted for its use of rolled beams in uncommon areas. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.669930 -75.236960 Glendon Hill Road Lehigh River Easton Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 3 0 0 0 2012 Unknown 6 6 119 36.27 357 108.81 11.5 3.51 https://historicbridges.org/pennsylvania/glendonhillroadriver/little_glendonhillroadriver5076_small.jpg https://historicbridges.org/pennsylvania/glendonhillroadriver/little_glendonhillroadriver5076.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glendonhillroadriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669930,-75.236960
5548 Canal Road Bridge Six Mile Creek Aqueduct This is a very old canal-related stone arch bridge and aqueduct that has been widened in an unusual way. The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 40.472890 -74.571120 Canal Road and Delaware and Raritan Canal Six Mile Run Rural Hunterdon County, New Jersey New Jersey United States Stone Elliptical Deck Arch Fixed 0 3 0 0 1834 1934 Unknown 6 7 12 3.66 42 12.8 0 0 https://historicbridges.org/newjersey/canalroadsomerset/little_canalroadsomerset2190_1_2_small.jpg https://historicbridges.org/newjersey/canalroadsomerset/little_canalroadsomerset2190_1_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/canalroadsomerset/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.472890,-74.571120
5549 Mohawk Dam Bridge This bridge with variable depth truss serves as access to the utility building for a dam all of which is detailed in Art Deco style. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 40.353350 -82.086310 Utility Access Road Muskingum River Rural Coshocton County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 10 1 0 0 1937 0 Mount Vernon Bridge Company of Mount Vernon, Ohio 7 7 83 25.3 83 25.3 0 0 https://historicbridges.org/ohio/mohawkdambridge/little_mohawkdambridge1606_7_8_small.jpg https://historicbridges.org/ohio/mohawkdambridge/little_mohawkdambridge1606_7_8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mohawkdambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.353350,-82.086310
5550 Mile Creek Road Bridge This bridge has details more commonly associated with 1870s bowstrings, suggesting it is one of the oldest Pratt truss bridges in Ohio. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 40.440760 -82.607910 Mile Creek Road Mile Creek Rural Knox County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 6 1 0 0 0 0 Unknown 9 9 52.2 15.91 52.2 15.91 13.5 4.11 https://historicbridges.org/ohio/milecreekroadbridge/little_milecreekroadbridge0487_8_9_small.jpg https://historicbridges.org/ohio/milecreekroadbridge/little_milecreekroadbridge0487_8_9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/milecreekroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.440760,-82.607910
5551 Rexford Falls Bridge This unique bowstring footbridge has unusual design details. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal Bowstring through truss, fixed. The bridge was primarily built by William Sheldon of Sherburne, New York. 42.676270 -75.490550 Pedestrian Walkway Mad Brook Sherburne Chenango County, New York New York United States Metal Bowstring Through Truss Fixed 0 1 Wood Threaded Rod-Nut Connected Stringer (Multi-Beam) Fixed 0 1 1877 2006 William Sheldon of Sherburne, New York 9 9 75 22.86 0 0 0 0 https://historicbridges.org/newyork/rexfordfalls/little_rexfordfalls045_small.jpg https://historicbridges.org/newyork/rexfordfalls/little_rexfordfalls045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rexfordfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.676270,-75.490550
5553 Rodrick Bridge Ohio State University Newark Campus Bridge This nationally significant bridge is the only surviving Whipple arch type bowstring outside of New York State. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal (cast iron) Bowstring through truss, fixed. The bridge was primarily built by Coshocton Iron Works of Coshocton, Ohio. The bridge was primarily designed by Squire Whipple. 40.068830 -82.441190 Pedestrian Walkway Local Drain Newark Licking County, Ohio Ohio United States Metal (Cast Iron) Bowstring Through Truss Fixed 9 1 0 0 1872 1998 Coshocton Iron Works of Coshocton, Ohio Squire Whipple 9 10 101 30.78 101 30.78 18 5.49 https://historicbridges.org/ohio/rodrickbridge/little_rodrickbridge1069_small.jpg https://historicbridges.org/ohio/rodrickbridge/little_rodrickbridge1069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rodrickbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.068830,-82.441190
5554 Dresden Railroad Bridge This is a late example of a pin-connected railroad through truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.128680 -82.008530 Railroad (Ohio Central Railroad) Wakatomika Creek Dresden Muskingum County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1913 0 Unknown 7 7 150 45.72 150 45.72 0 0 https://historicbridges.org/ohio/dresdenrr/little_dresdenrr1755_small.jpg https://historicbridges.org/ohio/dresdenrr/little_dresdenrr1755.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/dresdenrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.128680,-82.008530
5555 Ellis Bridge Pennsylvania Railroad Bridge 12 This bridge has a complex and fascinating history and includes a rare Whipple truss span. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 40.041010 -81.983100 Railroad (Rail-Trail) Muskingum River Rural Muskingum County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 0 1 Metal Warren Rivet-Connected Through Truss Fixed 6 3 0 1913 Unknown 8 8 134 40.84 550 167.64 0 0 https://historicbridges.org/ohio/ellisbridge/little_ellisbridge2124_5_6_small.jpg https://historicbridges.org/ohio/ellisbridge/little_ellisbridge2124_5_6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/ellisbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.041010,-81.983100
5556 East Main Street Bridge This unusually wide pin-connected truss bridge remains open to heavy traffic today, albeit with significant alterations. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.059330 -82.396470 East Main Street North Fork Licking River Newark Licking County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1898 2002 Massillon Bridge Company of Massillon, Ohio 7 7 151 46.02 157.2 47.91 35 10.67 https://historicbridges.org/ohio/newarkmainstreet/little_newarkmainstreet1098_small.jpg https://historicbridges.org/ohio/newarkmainstreet/little_newarkmainstreet1098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newarkmainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.059330,-82.396470
5557 Towpath Bridge Although altered this is a rare example of a Massillon Bridge Company iron Howe truss design. The technical description of the main or most noteworthy span of the bridge is a metal Howe pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.283920 -81.877510 Pedestrian Walkway Ohio and Erie Canal (Walhonding Canal) Coshocton (Roscoe Village) Coshocton County, Ohio Ohio United States Metal Howe Pony Truss Fixed 0 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/towpathbridge/little_towpathbridge1692_3_4_small.jpg https://historicbridges.org/ohio/towpathbridge/little_towpathbridge1692_3_4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/towpathbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.283920,-81.877510
5558 Mount Vernon Railroad Bridge This is one of several nice looking historic railroad truss bridges in Mt. Vernon. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.389710 -82.488690 Railroad (CSX, Ohio Central Railroad) Kokosing River Mount Vernon Knox County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 5 2 0 0 1899 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 125 38.1 250 76.2 0 0 https://historicbridges.org/ohio/mtvernonrr1/little_mtvernonrr10544_small.jpg https://historicbridges.org/ohio/mtvernonrr1/little_mtvernonrr10544.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389710,-82.488690
5559 Mount Vernon Dry Creek Railroad Bridge With a slight skew, this is one of several nice looking historic railroad truss bridges in Mt. Vernon. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.385590 -82.486960 Railroad (CSX, Ohio Central Railroad) Dry Creek Mount Vernon Knox County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1899 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 6 135 41.15 135 41.15 0 0 https://historicbridges.org/ohio/mtvernonrr3/little_mtvernonrr30812_small.jpg https://historicbridges.org/ohio/mtvernonrr3/little_mtvernonrr30812.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonrr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.385590,-82.486960
5560 Mount Vernon Heart of Ohio Railroad Bridge Mount Vernon Pennsylvania Railroad Bridge This is an impressive and well preserved railroad truss bridge, one of three railroad truss bridges in this city. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 40.388890 -82.485070 Railroad (Heart of Ohio Rail-Trail) Kokosing River Mount Vernon Knox County, Ohio Ohio United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 7 7 230 70.1 230 70.1 0 0 https://historicbridges.org/ohio/mtvernonrr2/little_mtvernonrr20658_small.jpg https://historicbridges.org/ohio/mtvernonrr2/little_mtvernonrr20658.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.388890,-82.485070
5561 Main Street Bridge This impressive stone arch bridge remains the primary highway bridge in Mount Vernon. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) stone Segmental deck arch, fixed. The bridge was primarily built by T. B. Townsend of Zanesville, Ohio. 40.389160 -82.485800 Main Street (OH-13) Kokosing River Mount Vernon Knox County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 5 0 0 1892 1969 T. B. Townsend of Zanesville, Ohio 7 7 38 11.58 190 57.91 56 17.07 https://historicbridges.org/ohio/mtvernonstonebridge/little_mtvernonstonebridge0675_small.jpg https://historicbridges.org/ohio/mtvernonstonebridge/little_mtvernonstonebridge0675.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mtvernonstonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389160,-82.485800
5562 Lucerne Road Bridge Ariel Foundation Park Pratt Truss Bridge Although they do not function as load-bearing trusses anymore, these Pratt trusses remain historic structures that add beauty and heritage to a unique park. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 40.387570 -82.500850 Park Road Park Stream Mount Vernon Knox County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1900 0 Mount Vernon Bridge Company of Mount Vernon, Ohio 6 6 50 15.24 52.2 15.91 13.4 4.08 https://historicbridges.org/ohio/arielfoundationpark_lucerne/little_arielfoundationpark_lucerne0774_small.jpg https://historicbridges.org/ohio/arielfoundationpark_lucerne/little_arielfoundationpark_lucerne0774.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/arielfoundationpark_lucerne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.387570,-82.500850
5563 OH-715 Walhonding River Bridge This rare example of a multi-span pin-connected Pennsylvania through truss has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Central Concrete and Construction Company of Canton, Ohio and Canton Bridge Company of Canton, Ohio. 40.354950 -82.104950 OH-715 Walhonding River Rural Coshocton County, Ohio Ohio United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 2 0 0 1914 0 Central Concrete and Construction Company of Canton, Ohio and Canton Bridge Company of Canton, Ohio 8 8 203 61.87 410 124.97 18 5.49 https://historicbridges.org/ohio/walhondingriveroh715bridge/little_walhondingriveroh715bridge1521_small.jpg https://historicbridges.org/ohio/walhondingriveroh715bridge/little_walhondingriveroh715bridge1521.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/walhondingriveroh715bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.354950,-82.104950
5564 Warren Road Bridge This bridge has details suggesting it may date to the 1880s and be a product of the Mount Vernon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is closed with the deck and deck stringers removed. 40.246290 -82.269310 Warren Road (TR-147) Wakatomica Creek Rural Knox County, Ohio Ohio United States This bridge is closed with the deck and deck stringers removed. Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 1963 Unknown 7 7 92 28.04 94 28.65 13.5 4.11 https://historicbridges.org/ohio/warrenroadbridge/little_warrenroadbridge1403_small.jpg https://historicbridges.org/ohio/warrenroadbridge/little_warrenroadbridge1403.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/warrenroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.246290,-82.269310
5565 Limestone Valley Road Kent Run Bridge This is the larger of a couple of curved chord through girder bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 39.870880 -82.099670 Limestone Valley Road Kent Run Rural Muskingum County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1924 0 Unknown 6 6 47 14.33 50 15.24 24 7.32 https://historicbridges.org/ohio/limestonevalleyroadkentrunbridge/little_limestonevalleyroadkentrunbridge2257_8_9_small.jpg https://historicbridges.org/ohio/limestonevalleyroadkentrunbridge/little_limestonevalleyroadkentrunbridge2257_8_9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/limestonevalleyroadkentrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.870880,-82.099670
5566 Limestone Valley Road Bridge This is the smaller of a couple of curved chord through girder bridges on this section of road. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 39.875000 -82.093580 Limestone Valley Road Kent Run Tributary Rural Muskingum County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1925 0 Unknown 6 6 25 7.62 29 8.84 24.3 7.41 https://historicbridges.org/ohio/limestonevalleyroadbridge/little_limestonevalleyroadbridge2225_small.jpg https://historicbridges.org/ohio/limestonevalleyroadbridge/little_limestonevalleyroadbridge2225.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/limestonevalleyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.875000,-82.093580
5567 Painter Run Private Bridge Someone gets to drive over this classic little pony truss bridge every time they leave their home! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway but is right next to the public road and easy to view. 40.189180 -82.264740 Private Driveway Painter Run Rural Licking County, Ohio Ohio United States This bridge is on a private driveway but is right next to the public road and easy to view. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/fallsburgroadprivatebridge/little_fallsburgroadprivatebridge1370_small.jpg https://historicbridges.org/ohio/fallsburgroadprivatebridge/little_fallsburgroadprivatebridge1370.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fallsburgroadprivatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.189180,-82.264740
5568 Dry Creek Private Bridge Located on a private driveway, this is an unusual pony truss noted for its latticed endpost. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway. 40.119060 -82.468970 Private Driveway Dry Creek Rural Licking County, Ohio Ohio United States This bridge is on a private driveway. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 63 19.2 63 19.2 13.5 4.11 https://historicbridges.org/ohio/drycreekroadprivatebridge/little_drycreekroadprivatebridge0959_small.jpg https://historicbridges.org/ohio/drycreekroadprivatebridge/little_drycreekroadprivatebridge0959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/drycreekroadprivatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.119060,-82.468970
5569 Bradner Creek Bridge Featuring the unusual and decorative details of its builder, this is one of the few surviving examples of the Horseheads Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. Special note about bridge location: This bridge is on private property in the middle of a field. 42.601257 -77.738735 Farm Access Bradner Creek Rural Livingston County, New York New York United States This bridge is on private property in the middle of a field. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Horseheads Bridge Company of Horseheads, New York 8 8 0 0 0 0 0 0 https://historicbridges.org/newyork/bradnercreek/little_bradnercreek4070_small.jpg https://historicbridges.org/newyork/bradnercreek/little_bradnercreek4070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bradnercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.601257,-77.738735
5570 Everman Road West Ditch Bridge This short, abandoned pony truss had a lot a major alterations during its service life. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 42.618385 -77.762238 Everman Road West Ditch Rural Livingston County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/newyork/evermanroad2/little_evermanroad24115_small.jpg https://historicbridges.org/newyork/evermanroad2/little_evermanroad24115.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/evermanroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.618385,-77.762238
5571 Blue Bridge Lamereaux Road Bridge This attractive through truss has stringers that today carry the live load, and is noted for slight differences between the two truss spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.279500 -82.675440 Lamereaux Road (TR-118) West Branch Huron River Rural Huron County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1882 1996 King Bridge Company of Cleveland, Ohio 7 7 80 24.38 162 49.38 15 4.57 https://historicbridges.org/ohio/lamereauxroadbluebridge/little_lamereauxroadbluebridge366_small.jpg https://historicbridges.org/ohio/lamereauxroadbluebridge/little_lamereauxroadbluebridge366.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lamereauxroadbluebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.279500,-82.675440
5572 Big Run Road Bridge This bridge was bypassed and later preserved for pedestrian use. Do not be fooled by all the bolts, this used to be an all-riveted bridge! The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 40.357680 -82.385040 Big Run Road (Old Alignment) Kokosing River Rural Knox County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1915 2010 Unknown 6 7 190 57.91 194 59.13 15.7 4.79 https://historicbridges.org/ohio/bigrunroad/little_bigrunroad0864_small.jpg https://historicbridges.org/ohio/bigrunroad/little_bigrunroad0864.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.357680,-82.385040
5573 Rocky Fork Road Bridge This is a state-designed highway truss with a relatively early use of rolled Bethlehem wide flange beams. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ohio State Highway Department. 40.165210 -82.292530 Rocky Fork Road Rocky Fork Rural Licking County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1928 0 Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania Ohio State Highway Department 5 6 105 32 108 32.92 24 7.32 https://historicbridges.org/ohio/rockyforkroadbridge/little_rockyforkroadbridge1251_small.jpg https://historicbridges.org/ohio/rockyforkroadbridge/little_rockyforkroadbridge1251.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockyforkroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.165210,-82.292530
5574 L Bridgeport Bridge Pony Bridge, William H. Murray Bridge With 38 truss spans, this is the longest known simple-span pony truss bridge in America, a signature Route 66 bridge, and the longest bridge in Oklahoma. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. 35.543460 -98.318070 Historic US-66 (US-281, OK-8) South Canadian River Rural (Near Bridgeport) Caddo County, Oklahoma and Canadian County, Oklahoma Oklahoma United States Metal Camelback Rivet-Connected Pony Truss Fixed 5 38 Metal Stringer (Multi-Beam) Fixed 0 2 1933 0 Kansas City Bridge Company of Kansas City, Missouri Oklahoma Highway Commission 9 10 100 30.48 3944.3 1202.22 24 7.32 https://historicbridges.org/oklahoma/us281canadian/little_us281canadian_5639_small.jpg https://historicbridges.org/oklahoma/us281canadian/little_us281canadian_5756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/us281canadian/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.543460,-98.318070
5575 Tarentum Bridge George Stuart Memorial Bridge As a result of demolition, this bridge is an increasingly rare example of a bridge on the Allegheny River with historic and aesthetic value. The technical description of the main or most noteworthy span of the bridge is a 446 ft (135.94 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 40.597390 -79.755010 PA-366 Allegheny River and 1st Avenue Tarentum Allegheny County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 Continuous 4 Metal Pratt Rivet-Connected Deck Truss Fixed 0 1 1949 1986 Unknown 7 7 446 135.94 1784.2 543.82 55 16.76 https://historicbridges.org/pennsylvania/tarentum/little_day4tarentum6320_small.jpg https://historicbridges.org/pennsylvania/tarentum/little_day4tarentum6320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tarentum/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.597390,-79.755010
5576 62nd Street Bridge Senator Robert D. Fleming Bridge This late example of a riveted cantilever truss bridge has an unusually shaped truss, with a shallow arched appearance. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Parsons, Brinckerhoff, Hall, and Macdonald of New York, New York. 40.491170 -79.937990 62nd Street (PA-8) Allegheny River and Various Streets and Railroad Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 16 Cantilever 4 Metal Deck Girder 0 Cantilever 12 1960 2008 American Bridge Company of New York, New York Parsons, Brinckerhoff, Hall, and Macdonald of New York, New York 7 6 400 121.92 2106 641.91 50 15.24 https://historicbridges.org/pennsylvania/robertfleming/little_day4robertfleming6566_small.jpg https://historicbridges.org/pennsylvania/robertfleming/little_day4robertfleming6566.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/robertfleming/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.491170,-79.937990
5577 Stone Cliff Bridge Thurmond-McDenoree Road Bridge This unique bridge compliments its breathtaking setting very nicely. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: It is recomended to reach this bridge from the west (Thurmond), because The road east and south of the bridge slowly degrades into a muddy two-track trail. 37.936720 -81.063420 Thurmond-McDenoree Road (CR-25) New River and Railroad Rural Fayette County, West Virginia West Virginia United States It is recomended to reach this bridge from the west (Thurmond), because The road east and south of the bridge slowly degrades into a muddy two-track trail. Metal Pratt Rivet-Connected Deck Truss Fixed 10 4 Metal Warren Rivet-Connected Pony Truss Fixed 10 1 1928 2003 Unknown 7 8 190 57.91 760 231.65 19.7 6 https://historicbridges.org/wvirginia/cr25thurmondmcdenoree/little_day6cr25thurmondmcdenoree4578_small.jpg https://historicbridges.org/wvirginia/cr25thurmondmcdenoree/little_day6cr25thurmondmcdenoree4578.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr25thurmondmcdenoree/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.936720,-81.063420
5578 Hinton Main Street Bridge Avis Overhead Bridge This impressive viaduct includes not only one of the only rainbow arch spans in West Virginia, but an impressive curved approach system of deck arch spans as well. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is open to pedestrians only. 37.668220 -80.892040 Main Street (Old WV-107) Grace Street and Railroad (CSX) Hinton Summers County, West Virginia West Virginia United States This bridge is open to pedestrians only. Concrete Rainbow Through Arch Fixed 0 1 Concrete Open Spandrel Deck Arch Fixed 0 4 1928 0 Unknown 7 9 120 36.58 445 135.64 20 6.1 https://historicbridges.org/wvirginia/hintonoldmainstreetbridge/little_day6hintonoldmainstreetbridge4402_3_4_tonemappedb_small.jpg https://historicbridges.org/wvirginia/hintonoldmainstreetbridge/little_day6hintonoldmainstreetbridge4402_3_4_tonemappedb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hintonoldmainstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.668220,-80.892040
5579 Alderson Bridge One of the most notable concrete arch bridges in the state, this is also one of the only historic bridges in the entire state to be preserved! The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. The bridge was primarily designed by Frank Duff McEnteer. 37.725030 -80.642730 Monroe Street (Pedestrian Walkway) Greenbrier River Alderson Greenbrier County, West Virginia and Monroe County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1914 1977 Concrete Steel Bridge Company of Clarksburg, West Virginia Frank Duff McEnteer 7 7 110 33.53 452.7 137.98 21 6.4 https://historicbridges.org/wvirginia/aldersonbridge/little_day6aldersonbridge5123_4_5_tonemapped_small.jpg https://historicbridges.org/wvirginia/aldersonbridge/little_day6aldersonbridge5123_4_5_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/aldersonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.725030,-80.642730
5580 Fort Spring Bridge This riveted truss bridge is in suprisingly good condition. The technical description of the main or most noteworthy span of the bridge is a 169 ft (51.51 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 37.744060 -80.545850 CR-43 (Fort Spring Pike Road) Greenbrier River Rural Greenbrier County, West Virginia West Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 1925 1997 Unknown 6 6 169 51.51 253 77.11 21.3 6.49 https://historicbridges.org/wvirginia/cr43fortspringpikeroad/little_day6cr43fortspringpikeroad4559_small.jpg https://historicbridges.org/wvirginia/cr43fortspringpikeroad/little_day6cr43fortspringpikeroad4559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr43fortspringpikeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.744060,-80.545850
5581 Laurel Run Road Bridge This pony truss bridge has been abandoned, and is noted for its laced endposts. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 38.578900 -80.734250 CR-40-15 (Laurel Run Road) Little Birch River Rural Braxton County, West Virginia West Virginia United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1905 1950 Unknown 7 7 64 19.51 66.3 20.21 12 3.66 https://historicbridges.org/wvirginia/laurelrunroad/little_day6laurelrunroad4337_small.jpg https://historicbridges.org/wvirginia/laurelrunroad/little_day6laurelrunroad4337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/laurelrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.578900,-80.734250
5582 Euritt Bridge This bridge includes a remarkable pony truss span that is a bedstead at one end only, as well as an unaltered through truss span. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Daniel and Webster of Garden Grove, Iowa. Special note about bridge location: This bridge is closed, and the road east of the bridge appears to be privately owned today, with gravel pit activity immediately east of the bridge. 40.721770 -93.876090 River Road Grand River Rural Decatur County, Iowa Iowa United States This bridge is closed, and the road east of the bridge appears to be privately owned today, with gravel pit activity immediately east of the bridge. Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Pratt Pin-Connected Bedstead Truss Fixed 4 3 1882 0 Daniel and Webster of Garden Grove, Iowa 9 9 126 38.4 235 71.63 13 3.96 https://historicbridges.org/iowa/euritt/little_euritt_6787_small.jpg https://historicbridges.org/iowa/euritt/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/euritt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.721770,-93.876090
5583 Creamery Bridge Miami County Bridge No. 49 One of the most visually impressive Marsh arch bridges in Kansas, this one has also been sensitively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 38.502900 -94.955220 8th Street (Plum Creek Road) Marais Des Cygnes River Osawatomie Miami County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 3 0 0 1930 2013 Maxwell Construction Company of Columbus, Kansas Marsh Engineering Company of Des Moines, Iowa 9 9 140 42.67 316 96.32 19.7 6 https://historicbridges.org/kansas/creamerybridge/little_creamerybridge_1226_7_8ur_small.jpg https://historicbridges.org/kansas/creamerybridge/little_creamerybridge_1226_7_8ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/creamerybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.502900,-94.955220
5584 Asylum Bridge This is one of the most unique bridges in the entire country with a design that defies classification, but has been called a Reverse Parker truss. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal continuous multiple-type-connected Modified Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. Special note about bridge location: Approach this abandoned bridge from the south. 38.505130 -94.941990 1st Street (Osawatomie Road) Marais Des Cygnes River Osawatomie Miami County, Kansas Kansas United States Approach this abandoned bridge from the south. Metal Modified Parker Multiple-Type-Connected Through Truss Fixed 8 Continuous 1 0 2 1905 0 Kansas City Bridge Company of Kansas City, Missouri 9 10 121 36.88 219 66.75 16 4.88 https://historicbridges.org/kansas/asylum/little_asylum_0988_89_90bal_small.jpg https://historicbridges.org/kansas/asylum/little_asylum_0988_89_90bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/asylum/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505130,-94.941990
5585 Soden's Grove Bridge Soden Grove Bridge The oldest dated Marsh arch bridge in Kansas, this impressive Marsh arch bridge was bypassed and left standing for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Western Bridge Company of Harrisonville, Missouri. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 38.385970 -96.181930 Commercial Street (Old KS-99) Cottonwood River Emporia Lyon County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 14 1 Concrete T-Beam Fixed 0 1 1923 0 Western Bridge Company of Harrisonville, Missouri Marsh Engineering Company of Des Moines, Iowa 9 9 126 38.4 160 48.77 0 0 https://historicbridges.org/kansas/sodengrove/little_sodengrove_7720_small.jpg https://historicbridges.org/kansas/sodengrove/little_sodengrove_7720.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/sodengrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.385970,-96.181930
5586 Georgia City Bridge King Jack Park Bridge Relocated and preserved for pedestrian use in a park, this is one of the only surviving bowstring truss bridges with Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 37.133810 -94.464500 Park Walkway Paradise Lake Webb City Jasper County, Missouri Missouri United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 12 1 0 0 1871 0 Wrought Iron Bridge Company of Canton, Ohio 9 10 120 36.58 120 36.58 14.3 4.36 https://historicbridges.org/missouri/georgiacity/little_georgiacity_8689_small.jpg https://historicbridges.org/missouri/georgiacity/little_georgiacity_8689.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/georgiacity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.133810,-94.464500
5587 Red Oak II Bridge This rare Kingpost truss bridge was relocated to Red Oak II, a living history exhibit The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. Special note about bridge location: Red Oak II is a somewhat informal outdoor museum that is open to the public but privately owned. The bridge is on the main drive into the museum. 37.211940 -94.276600 Red Oak II Drive Red Oak II Lagoon Rural Jasper County, Missouri Missouri United States Red Oak II is a somewhat informal outdoor museum that is open to the public but privately owned. The bridge is on the main drive into the museum. Metal Kingpost Pin-Connected Pony Truss Fixed 2 1 0 0 1903 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 9 9 0 0 0 0 0 0 https://historicbridges.org/missouri/redoak/little_redoak_8500_small.jpg https://historicbridges.org/missouri/redoak/little_redoak_8500.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/redoak/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.211940,-94.276600
5588 Route 66 Brush Creek Bridge Historic Route 66 only enters Kansas for a few miles, but in that short distance it includes one of Kansas' Marsh arch bridges, the only one on Route 66. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.073490 -94.740820 Historic US-66 Brush Creek Rural Cherokee County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1923 0 Maxwell Construction Company of Columbus, Kansas Marsh Engineering Company of Des Moines, Iowa 8 8 130 39.62 133 40.54 20 6.1 https://historicbridges.org/kansas/us66brush/little_us66brush_9028_29_30v_small.jpg https://historicbridges.org/kansas/us66brush/little_us66brush_9028_29_30v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/us66brush/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.073490,-94.740820
5589 Humboldt Bridge The two large arches of this bridge which gracefully rise above the roadway provide an iconic gateway for Humboldt. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.811110 -95.447820 Bridge Street Neosho River Humboldt Allen County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 12 2 0 0 1932 0 J.S. Vance and Son of Parsons, Kansas Marsh Engineering Company of Des Moines, Iowa 8 8 120 36.58 248 75.59 20 6.1 https://historicbridges.org/kansas/humboldt/little_humboldt_4177_small.jpg https://historicbridges.org/kansas/humboldt/little_humboldt_4177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/humboldt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.811110,-95.447820
5590 Polo Bridge Otter Creek Bridge Reocated for pedestrian use, this rare cast and wrought iron bowstring is one of the only examples of a bowstring by Missouri Valley Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 39.545090 -94.035160 Park Walkway Park Lagoon Polo Caldwell County, Missouri Missouri United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 10 1 0 0 1875 2002 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 9 9 120 36.58 120 36.58 0 0 https://historicbridges.org/missouri/polobridge/little_polobridge_8956_small.jpg https://historicbridges.org/missouri/polobridge/little_polobridge_8956.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/polobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.545090,-94.035160
5591 Nebraska Road Bridge This remarkable and unique bridge is of extremely lightweight design, and documents a transition from pin to riveted connections. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal multiple-type-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. 38.664060 -95.221820 Nebraska Road Tauy Creek Rural Franklin County, Kansas Kansas United States Metal Double-Intersection Warren Multiple-Type-Connected Through Truss Fixed 6 1 0 0 1895 1909 Kansas City Bridge Company of Kansas City, Missouri 9 9 100 30.48 101 30.78 15.7 4.79 https://historicbridges.org/kansas/nebraskaroad/little_nebraskaroad_9199_200_201ur_small.jpg https://historicbridges.org/kansas/nebraskaroad/little_nebraskaroad_9199_200_201ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/nebraskaroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.664060,-95.221820
5592 60th Street Bridge Oinck Bridge This bridge has a very tall and imposing look to it, thanks to its position, span length, and unusually narrow roadway. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.200020 -94.142430 60th Street Fishing River Rural Ray County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Girder Fixed 0 2 1904 0 American Bridge Company of New York, New York 7 7 160 48.77 232 70.71 11.8 3.6 https://historicbridges.org/missouri/ray60th/little_ray60th_0595_small.jpg https://historicbridges.org/missouri/ray60th/little_ray60th_0595.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ray60th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.200020,-94.142430
5593 Bixby Bridge This bridge is noted for its extraordinary number of pony truss spans, and is one of two such bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Guy H. James of Oklahoma City, Oklahoma. The bridge was primarily designed by Oklahoma Highway Commission. 35.956990 -95.886680 US-64 (Old Alignment) Arkansas River Bixby Tulsa County, Oklahoma Oklahoma United States Metal Camelback Rivet-Connected Pony Truss Fixed 5 19 0 0 1939 1988 Guy H. James of Oklahoma City, Oklahoma Oklahoma Highway Commission 8 8 100 30.48 1900 579.12 0 0 https://historicbridges.org/oklahoma/bixby/little_bixby_2197_small.jpg https://historicbridges.org/oklahoma/bixby/little_bixby_2197.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bixby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.956990,-95.886680
5594 Jenks Bridge This bridge is noted for its extraordinary number of pony truss spans, and is one of two such bridges in the county. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Standard Paving Company of Tulsa, Oklahoma. The bridge was primarily designed by George O. Straughan and Oklahoma Highway Commission. 36.024870 -95.955110 96th Street (Old Alignment) Arkansas River Jenks and Tulsa Tulsa County, Oklahoma Oklahoma United States Metal Camelback Rivet-Connected Pony Truss Fixed 5 19 0 0 1948 1995 Standard Paving Company of Tulsa, Oklahoma George O. Straughan and Oklahoma Highway Commission 8 8 100 30.48 1941 591.62 24 7.32 https://historicbridges.org/oklahoma/jenks/little_jenks_2431_small.jpg https://historicbridges.org/oklahoma/jenks/little_jenks_2431.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/jenks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.024870,-95.955110
5595 Haskell Bridge This abandoned bridge is one of the longest simple-span pin-connected truss bridges in the entire country! The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 35.820970 -95.640650 OK-104 (Old Alignment) Arkansas River Rural Wagoner County, Oklahoma and Muskogee County, Oklahoma Oklahoma United States Metal Parker Pin-Connected Through Truss Fixed 8 9 Metal Stringer (Multi-Beam) Fixed 0 3 1911 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 9 10 153 46.63 1564 476.71 0 0 https://historicbridges.org/oklahoma/haskell/little_haskell_1600_small.jpg https://historicbridges.org/oklahoma/haskell/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/haskell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.820970,-95.640650
5596 Old OK-104 Bridge Located just east of the Arkansas River bridge, this small abandoned pony truss is nearly completely buried in overgrowth. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 35.821520 -95.638040 OK-104 (Old Alignment) Choska Creek Rural Wagoner County, Oklahoma Oklahoma United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 4 3 0 0 0 0 0 0 https://historicbridges.org/oklahoma/haskellpony/little_haskellpony_1939_small.jpg https://historicbridges.org/oklahoma/haskellpony/little_haskellpony_1939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/haskellpony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.821520,-95.638040
5597 Southern Villa Bridge Old Jenks Bridge Relocated and preserved here to serve a residential community, this bridge was originally part of the former Jenks Bridge. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: While ownership of this bridge is private, there were no visible, posted restrictions on public access. 36.037730 -95.956350 Oak Drive Joe Creek Tulsa Tulsa County, Oklahoma Oklahoma United States While ownership of this bridge is private, there were no visible, posted restrictions on public access. Metal Parker Pin-Connected Through Truss Fixed 8 1 0 0 1909 1948 Canton Bridge Company of Canton, Ohio 7 8 165 50.29 165 50.29 0 0 https://historicbridges.org/oklahoma/joecreek/little_joecreek_2626_small.jpg https://historicbridges.org/oklahoma/joecreek/little_joecreek_2626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/joecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.037730,-95.956350
5599 Walkers Bridge Allenford Road Bridge This is one of the only bridges with heritage value located on the Bruce Penninsula. The technical description of the main or most noteworthy span of the bridge is a 93.8 ft (28.59 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.551860 -81.179430 Allenford Road Sauble River South Bruce Penninsula Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 93.8 28.59 93.8 28.59 16 4.88 https://historicbridges.org/ontario/allenfordroad/little_allenfordroad_3376_7_8fus_small.jpg https://historicbridges.org/ontario/allenfordroad/little_allenfordroad_3376_7_8fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/allenfordroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.551860,-81.179430
5600 Port Elgin Railway Bridge One of only a couple known railway truss bridges in Bruce County, this one has been converted to a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 44.426010 -81.385150 Railroad (Bruce County Rail-Trail) Mill Creek Port Elgin (Saugeen Shores) Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/portelgin/little_portelgin_3274_5_6_small.jpg https://historicbridges.org/ontario/portelgin/little_portelgin_3274_5_6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portelgin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.426010,-81.385150
5601 South Pine River Private Bridge Now a private driveway, this former highway truss bridge noted for its lightweight members remains in place. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge can be seen from the nearby public road, but appears to be on a private drive. 44.084660 -81.663220 Private Driveway South Pine River Huron-Kinloss Bruce County, Ontario Ontario Canada This bridge can be seen from the nearby public road, but appears to be on a private drive. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concession6driveway/little_concession6driveway_2887_8_9fus_small.jpg https://historicbridges.org/ontario/concession6driveway/little_concession6driveway_2887_8_9fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concession6driveway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.084660,-81.663220
5602 Lanesville Line Bridge This is the only metal truss bridge along this stretch of river. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.871020 -81.664980 Lanesville Line 9 Mile River Ashfield-Colborne-Wawanosh Huron County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1910 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/lanesvilleline/little_lanesvilleline_2740_1_2fus_small.jpg https://historicbridges.org/ontario/lanesvilleline/little_lanesvilleline_2740_1_2fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/lanesvilleline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.871020,-81.664980
5603 Cransford Line Bridge This is one of three concrete girders along this stretch of river. Each girder bridge is a little different looking. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.862950 -81.638630 Cransford Line 9 Mile River Ashfield-Colborne-Wawanosh Huron County, Ontario Ontario Canada Concrete Through Girder Fixed 0 2 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/cransfordline/little_cransfordline_2599_600_601_small.jpg https://historicbridges.org/ontario/cransfordline/little_cransfordline_2599_600_601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cransfordline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.862950,-81.638630
5604 River Mill Line Bridge This is one of three concrete girders along this stretch of river. Each girder bridge is a little different looking. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.857960 -81.617630 River Mill Line 9 Mile River Ashfield-Colborne-Wawanosh Huron County, Ontario Ontario Canada Concrete Through Girder Fixed 0 2 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/ontario/millline/little_millline_2533_4_5_small.jpg https://historicbridges.org/ontario/millline/little_millline_2533_4_5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/millline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.857960,-81.617630
5605 Division Line Bridge This is one of three concrete girders along this stretch of river. Each girder bridge is a little different looking. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.873960 -81.689700 Division Line 9 Mile River Ashfield-Colborne-Wawanosh Huron County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/divisionline/little_divisionline_2782_3_4vib_small.jpg https://historicbridges.org/ontario/divisionline/little_divisionline_2782_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/divisionline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.873960,-81.689700
5606 Buggy Bridge One of the most unusual bridges in Ontario is this through truss-like structure pieced together from random pieces of salvaged riveted steel. The technical description of the main or most noteworthy span of the bridge is a metal through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Although no signs forbidding public use were posted, this bridge appears to be privately owned. Cross at your own risk! 43.571880 -80.483790 Buggy Lane (Crooks Tract Road) Grand River Woolwich Township Waterloo Region, Ontario Ontario Canada Although no signs forbidding public use were posted, this bridge appears to be privately owned. Cross at your own risk! Metal Through Truss Fixed 0 2 Metal Through Girder Fixed 0 2 0 0 Unknown 5 5 0 0 154.2 47 0 0 https://historicbridges.org/ontario/buggybridge/little_buggybridge_5877_small.jpg https://historicbridges.org/ontario/buggybridge/little_buggybridge_5877.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/buggybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.571880,-80.483790
5607 Martin Street Bridge Mill Street Bridge This bridge is a rare example of a surviving pin-connected truss bridge built by a notable Ontario builder, and remains open for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. Special note about bridge location: This bridge is on a section of former road that is today intended for non-motorized traffic only as part of a local trail system. 43.968810 -80.742430 Martin Street (Mill Street) South Saugeen River Wellington North (Mt. Forest) Wellington County, Ontario Ontario Canada This bridge is on a section of former road that is today intended for non-motorized traffic only as part of a local trail system. Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Central Bridge and Engineering Company of Peterborough, Ontario William H. Law of Peterborough, Ontario 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/mtforestmartin/little_mtforestmartin_5568_69_70bal_small.jpg https://historicbridges.org/ontario/mtforestmartin/little_mtforestmartin_5568_69_70bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mtforestmartin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.968810,-80.742430
5608 St. Jacobs Railway Viaduct St. Jacobs Railway Bridge An impressive railway deck truss bridge that includes a series of tower and girder style approach spans at each end. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 43.541320 -80.558730 Railroad (Waterloo Junction Railway) (Canadian National) Conestogo River and Abandoned Mill Race Woolwich Township (St. Jacobs) Waterloo Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 1 Metal Deck Girder Fixed 0 0 1890 0 Dominion Bridge Company of Montréal, Québec 6 7 158 48.16 466 142.04 0 0 https://historicbridges.org/ontario/stjacobs/little_stjacobs_6168_69_70bal_small.jpg https://historicbridges.org/ontario/stjacobs/little_stjacobs_6168_69_70bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stjacobs/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.541320,-80.558730
5609 Springbank Road Bridge Despite some changes to the approach spans, the main span of this bridge remains a complete example of a riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 94.7 ft (28.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.072410 -81.660300 Springbank Road Ausable River North Middlesex Middlesex County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 6 6 94.7 28.86 161.5 49.23 0 0 https://historicbridges.org/ontario/springbankroad/little_springbankroad_6873_small.jpg https://historicbridges.org/ontario/springbankroad/little_springbankroad_6873.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/springbankroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072410,-81.660300
5610 Chatsworth Railway Bridge Concerned citizens successfully put an end to demolition plans for this rare stone arch bridge, which today is preserved. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by William Henry, W. Henderson, and John Forbes. 44.443080 -80.875840 Railroad (Canadian Pacific Rail-Trail) Spey River Tributary Chatsworth Township Grey County, Ontario Ontario Canada Stone and Brick Semicircular Deck Arch Fixed 0 1 0 0 1873 2013 William Henry, W. Henderson, and John Forbes 7 8 0 0 24.6 7.5 0 0 https://historicbridges.org/ontario/chatsworth/little_chatsworth_5316_7_8bal_small.jpg https://historicbridges.org/ontario/chatsworth/little_chatsworth_5316_7_8bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chatsworth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.443080,-80.875840
5611 Huron Street Bridge Not only is this a rare example of a stone arch bridge, it is an unusually ornate example of its kind in Ontario. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by John Corrie. 43.372250 -80.984860 Huron Street Avon River Stratford Perth County, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 2 0 0 1885 0 John Corrie 8 8 0 0 112.8 34.38 0 0 https://historicbridges.org/ontario/stratford/little_stratford_6465_6_7bal_stitch2_small.jpg https://historicbridges.org/ontario/stratford/little_stratford_6465_6_7bal_stitch2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stratford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.372250,-80.984860
5612 Road 129 Bridge This largely unaltered truss bridge sits in a traditional agricultural setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.556510 -80.903290 Road 129 Smith Creek Perth East (Near Milverton) Perth County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/road129milverton/little_road129milverton_6240_1_2vib_small.jpg https://historicbridges.org/ontario/road129milverton/little_road129milverton_6240_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/road129milverton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.556510,-80.903290
5613 Sideroad 3 Bridge This pony truss appeared to be in good condition, yet was closed to traffic perhaps due to abutment problems. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.403710 -81.088110 Sideroad 3 Sauble River Chatsworth Township Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/sideroad3/little_sideroad3_5229_small.jpg https://historicbridges.org/ontario/sideroad3/little_sideroad3_5229.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.403710,-81.088110
5614 Conestogo River Driveway Bridge Located on a private driveway, this appears to be a former highway truss bridge that was relocated here. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private driveway but is right next to the public road and easy to view. 43.836250 -80.493260 Private Driveway Conestogo River Wellington North (Near Arthur) Wellington County, Ontario Ontario Canada This bridge is on a private driveway but is right next to the public road and easy to view. Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/conestogodrivewaytruss/little_conestogodrivewaytruss_5679_small.jpg https://historicbridges.org/ontario/conestogodrivewaytruss/little_conestogodrivewaytruss_5679.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/conestogodrivewaytruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.836250,-80.493260
5615 35 Line Bridge Old King's Highway 8 Bridge Closed to vehicular traffic, this bridge is on former King's Highway alignment, and as such displays standard provincial-level bridge design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.444190 -81.136630 35 Line (Former KH-8 Alignment) Whirl Creek West Perth Perth County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1921 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/kh8whirl/little_kh8whirl_6603_4_5bal_small.jpg https://historicbridges.org/ontario/kh8whirl/little_kh8whirl_6603_4_5bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kh8whirl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.444190,-81.136630
5616 Wellington Terrace Bridge 6th Line Bridge In addition to its significance as a concrete bowstring bridge, this is also notable as a concrete bridge that has been relocated. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.694870 -80.400360 Pedestrian Walkway Heritage Garden Centre-Wellington Township Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1924 2004 Unknown 7 7 35 10.67 35 10.67 20.7 6.31 https://historicbridges.org/ontario/6thlinebowstring2/little_6thlinebowstring_5781_small.jpg https://historicbridges.org/ontario/6thlinebowstring2/little_6thlinebowstring_5781.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/6thlinebowstring2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.694870,-80.400360
5618 Independence Bowstring Bridge This incredible bridge is one of the finest surviving iron bowstring truss bridges, and one of the only ones to use Phoenix columns. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: Reportedly, this abandoned bridge is still in public right-of-way, despite no trespassing signs posted. 37.224860 -95.693670 Burns Street Verdigris River Independence Montgomery County, Kansas Kansas United States Reportedly, this abandoned bridge is still in public right-of-way, despite no trespassing signs posted. Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 1871 0 Wrought Iron Bridge Company of Canton, Ohio 9 10 154 46.94 229 69.8 0 0 https://historicbridges.org/kansas/independence/little_independence_6208_09_10ur_small.jpg https://historicbridges.org/kansas/independence/little_independence_6208_09_10ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/independence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.224860,-95.693670
5619 Southwind Rail Trail Bridge Atchison, Topeka and Santa Fe Railway Bridge Long ago, this unusual bridge was strengthened with additional truss lines being riveted in place alongside the original truss lines The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 37.908570 -95.410450 Railroad (Southwind Rail Trail) Elm Creek Iola Allen County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 1890 1919 Unknown 8 8 165 50.29 228 69.49 0 0 https://historicbridges.org/kansas/southwind/little_southwind_3934_small.jpg https://historicbridges.org/kansas/southwind/little_southwind_3934.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/southwind/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.908570,-95.410450
5620 Wea Creek Bridge Antioch Road Bridge This is the last surviving example in the country of a Mahlon Miller patent design bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Buckeye Bridge Works of Cleveland, Ohio. 39.055870 -95.778840 West Trail Kansas River Tributary Topeka Shawnee County, Kansas Kansas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 7 1 0 0 1870 1988 Buckeye Bridge Works of Cleveland, Ohio 9 10 69 21.03 69 21.03 13 3.96 https://historicbridges.org/kansas/weacreek/little_weacreek_6607_8_9ur_small.jpg https://historicbridges.org/kansas/weacreek/little_weacreek_6607_8_9ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/weacreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.055870,-95.778840
5621 206th Street Bridge This is a rare Kingpost pony truss that as of 2016 remained open to traffic as well. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 39.419110 -95.588340 206th Street Delaware River Branch Rural Jefferson County, Kansas and Jackson County, Kansas Kansas United States Metal Kingpost Pin-Connected Pony Truss Fixed 2 1 0 0 1909 0 Unknown 8 9 40 12.19 56 17.07 14 4.27 https://historicbridges.org/kansas/206th/little_206th_2518_small.jpg https://historicbridges.org/kansas/206th/little_206th_2518.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/206th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.419110,-95.588340
5622 294th Street Bridge This pony truss is noted for its cast iron bearing shoes and use of star iron outriggers. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.580210 -95.536250 294th Road Grasshopper Creek Rural Atchison County, Kansas Kansas United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 3 0 0 Unknown 8 8 75 22.86 129 39.32 14 4.27 https://historicbridges.org/kansas/294th/little_294th_2116_small.jpg https://historicbridges.org/kansas/294th/little_294th_2116.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/294th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.580210,-95.536250
5623 Randolph Road Bridge This remarkable bridge was clearly pieced together from salvaged parts of a railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 39.792220 -95.002520 Randolph Road Duncan Creek Rural Doniphan County, Kansas Kansas United States Metal Parker Pin-Connected Through Truss Fixed 4 1 0 0 1935 0 Unknown 6 6 86 26.21 91 27.74 18.4 5.61 https://historicbridges.org/kansas/randolphroad/little_randolphroad_1402_3_4ur_small.jpg https://historicbridges.org/kansas/randolphroad/little_randolphroad_1402_3_4ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/randolphroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.792220,-95.002520
5624 Monument Road Bridge Relocated to a park, this unique bridge was built using salvaged parts of some other truss bridge. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal rivet-connected A-Frame pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is relocated and was previously located at 39.64397, -95.05382. 39.788140 -95.094740 Park Pathway Park Stream Rural Doniphan County, Kansas Kansas United States This bridge is relocated and was previously located at 39.64397, -95.05382. Metal A-Frame Rivet-Connected Pony Truss Fixed 4 1 0 0 0 2016 Unknown 6 7 34 10.36 35 10.67 20.3 6.19 https://historicbridges.org/kansas/monumentroad/little_monumentroad_1474_5_6ur_small.jpg https://historicbridges.org/kansas/monumentroad/little_monumentroad_1474_5_6ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/monumentroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.788140,-95.094740
5625 Larkinburg Road Bridge This truss bridge was long ago relocated to this location, and was shortened when the move took place. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.714690 -95.114440 Larkinburg Road Cottonwood Creek Rural Doniphan County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 7 7 75 22.86 77 23.47 15.7 4.79 https://historicbridges.org/kansas/larkinburg/little_larkinburg_1600_1_2f_small.jpg https://historicbridges.org/kansas/larkinburg/little_larkinburg_1600_1_2f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/larkinburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.714690,-95.114440
5626 ASB Bridge Fratt Bridge - Armour-Swift-Burlington Bridge This unique bridge is one of only two unusual telescoping vertical lift bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 428 ft (130.45 m) metal rivet-connected Baltimore through truss, movable: vertical lift. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 39.116700 -94.579880 Railroad (BNSF) Missouri River Kansas City Jackson County, Missouri and Clay County, Missouri Missouri United States Metal Baltimore Rivet-Connected Through Truss Movable: Vertical Lift 14 1 Metal Baltimore Rivet-Connected Deck Truss Fixed 14 6 1911 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania Waddell and Harrington of Kansas City, Missouri 9 10 428 130.45 1475 449.58 0 0 https://historicbridges.org/missouri/asbbridge/little_asbbridge_4207_stitch_small.jpg https://historicbridges.org/missouri/asbbridge/little_asbbridge_4207_stitch.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/asbbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.116700,-94.579880
5627 Intercity Viaduct Woodsweather Bridge - 6th Street Viaduct This extremely long viaduct is also noted for its unusual truss design and conversion into a double-deck bridge. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Waddell and Hedrick of Kansas City, Missouri. 39.113250 -94.615070 I-70 Eastbound and Riverfront Heritage Trail Kansas River (Kaw River) and Various Roads and Railroads Kansas City Wyandotte County, Kansas and Jackson County, Missouri Kansas and Missouri United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 20 2 Metal Deck Girder Fixed 0 70 1907 1972 Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania Waddell and Hedrick of Kansas City, Missouri 7 7 300 91.44 3776 1150.92 51.8 15.79 https://historicbridges.org/missouri/intercityviaduct/little_intercityviaduct_6025_6_7d_small.jpg https://historicbridges.org/missouri/intercityviaduct/little_intercityviaduct_6025_6_7d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/intercityviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.113250,-94.615070
5629 12th Street Viaduct 12th Street Trafficway One of the earliest large-scale bridges to be built of concrete, this large viaduct includes a unique double-deck arch span. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) concrete deck arch, fixed. The bridge was primarily built by Graff Construction Company of Seattle, Washington and Kansas City, Missouri. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 39.100540 -94.598190 12th Street Railroad (BNSF) and Various Streets Kansas City Jackson County, Missouri Missouri United States Concrete Deck Arch Fixed 0 1 Concrete Deck Girder Fixed 0 43 1914 2006 Graff Construction Company of Seattle, Washington and Kansas City, Missouri Waddell and Harrington of Kansas City, Missouri 8 10 149 45.42 2054 626.06 51.8 15.79 https://historicbridges.org/missouri/12thstreetviaduct/little_12thstreetviaduct_6757_small.jpg https://historicbridges.org/missouri/12thstreetviaduct/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/12thstreetviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.100540,-94.598190
5630 Central Avenue Bridge Central Avenue Viaduct While its use, deck configuration, and approach system have changed over the years, the double deck truss spans over the river remain intact. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. 39.102650 -94.615210 Central Avenue Kansas River (Kaw River) and Various Roads and Railroads Kansas City Wyandotte County, Kansas Kansas United States Metal Pratt Rivet-Connected Deck Truss Fixed 10 3 Metal Deck Girder Fixed 0 49 1918 2010 Kansas City Bridge Company of Kansas City, Missouri Harrington, Howard, and Ash of Kansas City, Missouri 7 8 250 76.2 3451.3 1051.96 48 14.63 https://historicbridges.org/kansas/centralavenueviaduct/little_centralavenueviaduct_4933_4_5d_small.jpg https://historicbridges.org/kansas/centralavenueviaduct/little_centralavenueviaduct_4933_4_5d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/centralavenueviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.102650,-94.615210
5631 Kansas Avenue Bridge 23rd Street Viaduct This bridge does not look like a typical cantilever truss bridge because it uses its cantilever design in a very unusual way. The technical description of the main or most noteworthy span of the bridge is a 322 ft (98.15 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Kansas City Structural Steel Company of Kansas City, Kansas. The bridge was primarily designed by Hedrick and Cochrane of Kansas City, Missouri. 39.090070 -94.608650 Kansas Avenue Kansas River (Kaw River) and Various Roads and Railroads Kansas City Wyandotte County, Kansas and Jackson County, Missouri Kansas and Missouri United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 3 Metal Deck Girder Fixed 0 17 1921 2002 Kansas City Structural Steel Company of Kansas City, Kansas Hedrick and Cochrane of Kansas City, Missouri 7 8 322 98.15 1395 425.2 50 15.24 https://historicbridges.org/kansas/kansasavenue/little_kansasavenue_4120_small.jpg https://historicbridges.org/kansas/kansasavenue/little_kansasavenue_4120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/kansasavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.090070,-94.608650
5632 Highline Bridge This rare double-deck railroad bridge is an elevated viaduct that also includes an extremely long series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 303.8 ft (92.6 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. 39.084380 -94.610610 Railroad (Kansas City Terminal Railway) Kansas River (Kaw River) and Various Roads and Railroads Kansas City Wyandotte County, Kansas and Jackson County, Missouri Kansas and Missouri United States Metal Baltimore Pin-Connected Through Truss Fixed 12 2 Metal Deck Girder Fixed 0 0 1917 2005 Kelly-Atkinson Construction Company of Chicago, Illinois and American Bridge Company of New York, New York 8 7 303.8 92.6 5210.6 1588.19 26 7.92 https://historicbridges.org/kansas/highline/little_highline_5329_30_31ur_small.jpg https://historicbridges.org/kansas/highline/little_highline_5329_30_31ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/highline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.084380,-94.610610
5633 Rock Island - Armourdale Bridge This classic railroad bridge sits abandoned and would be a great candidate for conversion for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.091080 -94.608660 Railroad (Abandoned Chicago, Rock Island and Pacific) Kansas River (Kaw River) Kansas City Wyandotte County, Kansas Kansas United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 2 Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 1905 0 American Bridge Company of New York, New York 7 7 300 91.44 740 225.55 0 0 https://historicbridges.org/kansas/rockislandarmourdale/little_rockislandarmourdale_3871_small.jpg https://historicbridges.org/kansas/rockislandarmourdale/little_rockislandarmourdale_3871.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/rockislandarmourdale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.091080,-94.608660
5634 7th Street Trafficway Bridge Herman G. Dillion Bridge This graceful cantilever deck truss is surrounded by another bridge plus fences and railroads and is hard to view and photograph. The technical description of the main or most noteworthy span of the bridge is a 334 ft (101.8 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 39.075450 -94.624660 7th Street (US-169) Northbound Lanes Kansas River (Kaw River) and Various Roads and Railroads Kansas City Wyandotte County, Kansas Kansas United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 3 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 Continuous 16 1932 1993 Unknown 7 7 334 101.8 2018 615.09 30 9.14 https://historicbridges.org/kansas/7th/little_7th_3510_small.jpg https://historicbridges.org/kansas/7th/little_7th_3510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/7th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.075450,-94.624660
5635 Neosho Rapids Bridge This bridge is the last surviving example of this unusual small-scale continuous through truss in Kansas. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by C. J. McCoy Construction Company of Emporia, Kansas. 38.367740 -96.001940 Road 145 Neosho River Neosho Rapids Lyon County, Kansas Kansas United States Metal Warren Rivet-Connected Through Truss Fixed 0 3 0 0 1940 0 C. J. McCoy Construction Company of Emporia, Kansas 8 9 180 54.86 473 144.17 24 7.32 https://historicbridges.org/kansas/neoshorapids/little_neoshorapids_8194_5_6bal_small.jpg https://historicbridges.org/kansas/neoshorapids/little_neoshorapids_8194_5_6bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/neoshorapids/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.367740,-96.001940
5636 National Avenue Bridge This Marsh arch bridge is both the longest-spanning and the youngest surviving Marsh arch bridge in Kansas. The technical description of the main or most noteworthy span of the bridge is a 197.2 ft (60.11 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by T. H. Johnson Contractor of Dallas, Texas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.846310 -94.707330 National Avenue Marmaton River Fort Scott Bourbon County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 14 1 0 0 1933 2012 T. H. Johnson Contractor of Dallas, Texas Marsh Engineering Company of Des Moines, Iowa 9 9 197.2 60.11 202 61.57 30.2 9.2 https://historicbridges.org/kansas/nationalavenue/little_nationalavenue_3226_7_8v_small.jpg https://historicbridges.org/kansas/nationalavenue/little_nationalavenue_3226_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/nationalavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.846310,-94.707330
5637 Rocky Ford Bridge This pin-connected Pratt truss is noted for its above-average span length. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.365890 -96.114930 Road P Cottonwood River Rural Lyon County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 11 1 0 0 0 0 Unknown 7 8 215 65.53 219 66.75 15.7 4.79 https://historicbridges.org/kansas/rockyford/little_rockyford_8035_small.jpg https://historicbridges.org/kansas/rockyford/little_rockyford_8035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/rockyford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.365890,-96.114930
5638 Anderson Road Bridge This is a good representative example of a concrete through girder bridge in Kanas. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 39.546690 -95.552910 Anderson Road (RS 1592) Negro Creek Rural Atchison County, Kansas Kansas United States Concrete Through Girder Fixed 0 1 0 0 1917 0 Unknown 6 6 40 12.19 44 13.41 17.4 5.3 https://historicbridges.org/kansas/andersonroad/little_andersonroad_2446_small.jpg https://historicbridges.org/kansas/andersonroad/little_andersonroad_2446.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/andersonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.546690,-95.552910
5639 Clay Road Bridge This is one of several examples of this unusual truss bridge style built in both Kansas and Missouri. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. 39.585310 -95.452010 Clay Road Little Grasshopper Creek Rural Atchison County, Kansas Kansas United States Metal Camelback Rivet-Connected Pony Truss Fixed 5 1 0 0 1925 0 Unknown 7 7 70 21.34 71.5 21.79 17 5.18 https://historicbridges.org/kansas/clayroad/little_clayroad_2074_5_6bal_small.jpg https://historicbridges.org/kansas/clayroad/little_clayroad_2074_5_6bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/clayroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.585310,-95.452010
5640 Haskell Road Bridge This is a traditional example of a riveted polygonal Warren pony truss in a rural location. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.511220 -95.310110 Haskell Road (Farmington South Road) Stranger Creek Rural Atchison County, Kansas Kansas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1925 2012 Unknown 6 6 90 27.43 93 28.35 20.3 6.19 https://historicbridges.org/kansas/haskellroad/little_haskellroad_1852_small.jpg https://historicbridges.org/kansas/haskellroad/little_haskellroad_1852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/haskellroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.511220,-95.310110
5641 Finney Road Bridge Valley Falls Cedar Creek Bridge This rainbow Marsh arch is complimented by a number of simple approach spans. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by F. P. Watkins of El Dorado, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 39.349500 -95.479500 Finney Road (K-900 Parks Route) Cedar Creek Rural Jefferson County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 0 1 Concrete T-Beam Fixed 0 4 1928 0 F. P. Watkins of El Dorado, Kansas Marsh Engineering Company of Des Moines, Iowa 7 7 91 27.74 202 61.57 20 6.1 https://historicbridges.org/kansas/finney/little_finney_2878_small.jpg https://historicbridges.org/kansas/finney/little_finney_2878.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/finney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.349500,-95.479500
5642 81st Street Bridge This bridge is an excellent example of small-scale Marsh rainbow arch bridge construction. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. 39.192300 -95.551720 81st Street Rock Creek Rural Jefferson County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1926 0 Unknown 7 7 70 21.34 117 35.66 20 6.1 https://historicbridges.org/kansas/jefferson81st/little_jefferson81st_2932_3_4bal_small.jpg https://historicbridges.org/kansas/jefferson81st/little_jefferson81st_2932_3_4bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/jefferson81st/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.192300,-95.551720
5643 KS-4 Bridge This is a representative example of a curved t-beam bridge with original railings. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 39.193220 -95.551870 KS-4 Rock Creek Rural Jefferson County, Kansas Kansas United States Concrete Curved T-Beam Fixed 0 1 0 0 1961 0 Unknown 3 3 70 21.34 172.6 52.61 28 8.53 https://historicbridges.org/kansas/ks4rockcreek/little_ks4rockcreek_3034_small.jpg https://historicbridges.org/kansas/ks4rockcreek/little_ks4rockcreek_3034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/ks4rockcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.193220,-95.551870
5644 Jewell Road Bridge This is a traditionally composed example of a riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 39.510550 -95.300970 Jewell Road Stranger Creek Rural Atchison County, Kansas Kansas United States Metal Pratt Rivet-Connected Pony Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 0 1925 0 Unknown 5 5 80 24.38 113.5 34.59 14.8 4.51 https://historicbridges.org/kansas/jewellroad/little_jewellroad_1780_1_2d_small.jpg https://historicbridges.org/kansas/jewellroad/little_jewellroad_1780_1_2d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/jewellroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.510550,-95.300970
5645 Old Jefferson Town Bridge Rock Creek Bridge This small cast and wrought iron bowstring truss bridge has been relocated and preserved in this location. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.212220 -95.309990 Pedestrian Walkway Local Creek Oskaloosa Jefferson County, Kansas Kansas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 1 0 0 1875 1974 King Bridge Company of Cleveland, Ohio 9 9 48 14.63 48 14.63 14 4.27 https://historicbridges.org/kansas/oldjeffersontown/little_oldjeffersontown_3301_2_3ur_small.jpg https://historicbridges.org/kansas/oldjeffersontown/little_oldjeffersontown_3301_2_3ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldjeffersontown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.212220,-95.309990
5646 Carey's Ford Bridge This bridge offers a nice combination of riveted pony and pin-connected through truss spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. 38.520690 -95.033640 335th Street Marais Des Cygnes River Rural Miami County, Kansas Kansas United States Metal Parker Pin-Connected Through Truss Fixed 9 1 Metal Warren Rivet-Connected Pony Truss Fixed 0 2 1909 0 Kansas City Bridge Company of Kansas City, Missouri 7 7 160 48.77 248.4 75.71 16.4 5 https://historicbridges.org/kansas/careysfordbridge/little_careysfordbridge_1790_1_2ur_small.jpg https://historicbridges.org/kansas/careysfordbridge/little_careysfordbridge_1790_1_2ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/careysfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.520690,-95.033640
5647 Spencer's Crossing Bridge With both through and pony truss spans, this bridge is a one-stop visit to learn about the typical design details of the Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 38.377710 -95.136180 2370 Road Pottawatomie Creek Rural Anderson County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 2 1885 0 Wrought Iron Bridge Company of Canton, Ohio 7 8 128 39.01 230 70.1 15.7 4.79 https://historicbridges.org/kansas/spencerscrossing/little_spencerscrossing_9622_small.jpg https://historicbridges.org/kansas/spencerscrossing/little_spencerscrossing_9622.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/spencerscrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.377710,-95.136180
5648 5th Street Bridge Pine Street Bridge This bridge has a design that makes it cleat it is associated with the railroad. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.505220 -95.635550 5th Street (Pine Street) Railroad (BNSF) Melvern Osage County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1909 0 Unknown 7 7 148 45.11 148 45.11 15 4.57 https://historicbridges.org/kansas/melvern5th/little_melvern5th_9049_small.jpg https://historicbridges.org/kansas/melvern5th/little_melvern5th_9049.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/melvern5th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.505220,-95.635550
5649 Old KS-7 Bridge 6th Street Bridge This Marsh arch bridge was rehabilitated in 2012 and offers two different lengths over its three span configuration. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 38.485310 -94.950850 6th Street (Old KS-7) Pottawatomie Creek Osawatomie Miami County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 12 3 Concrete T-Beam Fixed 0 2 1932 2012 J.S. Vance and Son of Parsons, Kansas Marsh Engineering Company of Des Moines, Iowa 8 8 120 36.58 373 113.69 24 7.32 https://historicbridges.org/kansas/oldks7/little_oldks7_0115_6_7v_small.jpg https://historicbridges.org/kansas/oldks7/little_oldks7_0115_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldks7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.485310,-94.950850
5650 Hartford Bridge This older Marsh arch bridge displays a different overhead bracing design than most of the Marsh arch bridges in Kansas. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: The road north of this bridge can be flooded and not passable at times. 38.308930 -95.947800 19th Lane Neosho River Hartford Coffey County, Kansas and Lyon County, Kansas Kansas United States The road north of this bridge can be flooded and not passable at times. Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 2 0 0 1926 0 Unknown 8 8 140 42.67 293 89.31 19 5.79 https://historicbridges.org/kansas/hartford/little_hartford_8710_small.jpg https://historicbridges.org/kansas/hartford/little_hartford_8710.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/hartford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.308930,-95.947800
5652 327th Street Bridge This is a small but intact example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Topeka Bridge and Iron Company of Topeka, Kansas. 38.535170 -95.041560 327th Street Marais de Cygnes River Tributary Rural Miami County, Kansas Kansas United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1912 0 Topeka Bridge and Iron Company of Topeka, Kansas 6 6 41 12.5 45 13.72 24 7.32 https://historicbridges.org/kansas/miami327th/little_miami327th_1829_30_31v_small.jpg https://historicbridges.org/kansas/miami327th/little_miami327th_1829_30_31v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/miami327th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.535170,-95.041560
5653 Caplinger Mills Bridge With a spectacular combination of truss types, this is among the largest surviving pin-connected highway truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Chicago Bridge Company of Chicago, Illinois. 37.794340 -93.801220 676 Road Sac River Caplinger Mills Cedar County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 Metal Queenpost Pin-Connected Deck Truss Fixed 3 3 1895 0 Chicago Bridge Company of Chicago, Illinois 8 9 140 42.67 488 148.74 0 0 https://historicbridges.org/missouri/caplingermills/little_caplingermills_1831_2_3bal_small.jpg https://historicbridges.org/missouri/caplingermills/little_caplingermills_1831_2_3bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/caplingermills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.794340,-93.801220
5654 Tyree Road Bridge This pony truss is noted for its use of star iron for its outriggers. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 37.733270 -94.141180 Tyree Road (CR 657) McCarty Creek Rural Vernon County, Missouri Missouri United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1895 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 8 8 60 18.29 60 18.29 12 3.66 https://historicbridges.org/missouri/tyreeroad/little_tyreeroad_1375_6_7d_small.jpg https://historicbridges.org/missouri/tyreeroad/little_tyreeroad_1375_6_7d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/tyreeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.733270,-94.141180
5655 Young's Ford Bridge This bridge is a rare and old surviving example of a bridge built by the St. Louis Bridge and Iron Company. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri. 37.865410 -94.096120 Logan Road Clear Creek Rural Vernon County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1884 0 St. Louis Bridge and Iron Company of St. Louis, Missouri 7 7 99 30.18 99 30.18 11 3.35 https://historicbridges.org/missouri/youngsford/little_youngsford_2335_6_7d_small.jpg https://historicbridges.org/missouri/youngsford/little_youngsford_2335_6_7d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/youngsford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.865410,-94.096120
5656 Hackleman Bridge This is a late but traditional state highway riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Ben D. Prater of Harrisonville, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 37.834170 -93.875610 MO-39 Cedar Creek Rural Cedar County, Missouri Missouri United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 4 1949 0 Ben D. Prater of Harrisonville, Missouri Missouri State Highway Commission 7 7 110 33.53 221 67.36 20 6.1 https://historicbridges.org/missouri/hackleman/little_hackleman_2176_small.jpg https://historicbridges.org/missouri/hackleman/little_hackleman_2176.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hackleman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.834170,-93.875610
5658 305th Street Bridge Iowa Bridge Number 81560 This is a short through truss bridge with a distinctive supervisor plaque. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.350780 -91.966520 305th Street Lime Creek Rural Buchanan County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1910 0 Unknown 7 7 80 24.38 81 24.69 15.4 4.69 https://historicbridges.org/iowa/buchanan305th/little_buchanan305th_5428_small.jpg https://historicbridges.org/iowa/buchanan305th/little_buchanan305th_5428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/buchanan305th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.350780,-91.966520
5659 Waddell "A" Truss Bridge This is one of only two surviving a-frame bridges in the country designed by J.A.L. Waddells himself. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected A-Frame through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). The bridge was primarily designed by J. A. L. Waddell. 39.185900 -94.682150 Park Walkway Rush Creek Parkville Platte County, Missouri Missouri United States Metal A-Frame Pin-Connected Through Truss Fixed 4 1 0 0 1898 1987 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) J. A. L. Waddell 9 10 100 30.48 100 30.48 16 4.88 https://historicbridges.org/missouri/aframe/little_aframe_6001_2_3v_small.jpg https://historicbridges.org/missouri/aframe/little_aframe_6001_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/aframe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.185900,-94.682150
5660 Harry S. Truman Bridge This is a later example of a riveted vertical lift bridge, and a rare steel bridge completed during World War II. The technical description of the main or most noteworthy span of the bridge is a 417 ft (127.1 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 39.144690 -94.484600 Railroad (Union Pacific) Missouri River Rural Jackson County, Missouri and Clay County, Missouri Missouri United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 0 1 Metal Warren Rivet-Connected Through Truss Fixed 0 22 1945 0 American Bridge Company of New York, New York Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 6 7 417 127.1 2577 785.47 0 0 https://historicbridges.org/missouri/truman/little_truman_5584_5_6f_small.jpg https://historicbridges.org/missouri/truman/little_truman_5584_5_6f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/truman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.144690,-94.484600
5661 Hannibal Bridge Second Hannibal Bridge Located at a historical crossing, this impressive swing bridge was originally a double-deck highway and railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. The bridge was primarily designed by Charles Hopkins Cartlidge. 39.112770 -94.588810 Railroad (BNSF) Missouri River Kansas City Jackson County, Missouri and Clay County, Missouri Missouri United States Metal Baltimore Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 17 1 Metal Baltimore Pin-Connected Through Truss Fixed 12 0 1917 0 Union Bridge and Construction Company of Kansas City, Missouri Charles Hopkins Cartlidge 8 8 400 121.92 1560 475.49 0 0 https://historicbridges.org/missouri/hannibal/little_hannibal_3670_small.jpg https://historicbridges.org/missouri/hannibal/little_hannibal_3670.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hannibal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.112770,-94.588810
5662 90th Street Bridge This bridge has a couple unusual details, and with the exception of altered portal bracing, retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.210600 -95.352340 90th Street Big Slough Creek Rural Jefferson County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1905 1949 Unknown 7 7 84 25.6 132 40.23 12.8 3.9 https://historicbridges.org/kansas/jefferson90th/little_jefferson90th_7096_7_8v_small.jpg https://historicbridges.org/kansas/jefferson90th/little_jefferson90th_7096_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/jefferson90th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.210600,-95.352340
5663 70th Street Bridge This small Marsh rainbow arch bridge enjoys local support. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 39.173050 -95.867130 70th Street (Valencia Road) Big Soldier Creek Rural Shawnee County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1922 0 Unknown Marsh Engineering Company of Des Moines, Iowa 7 7 101 30.78 135.5 41.3 18 5.49 https://historicbridges.org/kansas/70thvalencia/little_70thvalencia_6505_6_7v_small.jpg https://historicbridges.org/kansas/70thvalencia/little_70thvalencia_6505_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/70thvalencia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.173050,-95.867130
5664 10th Street Bridge This small Marsh arch bridge remains in good condition as of 2016. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 39.050720 -95.843750 10th Street Blacksmith Creek Rural Shawnee County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1930 0 Maxwell Construction Company of Columbus, Kansas Marsh Engineering Company of Des Moines, Iowa 7 7 60 18.29 100 30.48 21 6.4 https://historicbridges.org/kansas/shawnee10th/little_shawnee10th_6955_6_7v_small.jpg https://historicbridges.org/kansas/shawnee10th/little_shawnee10th_6955_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/shawnee10th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.050720,-95.843750
5665 Memorial Bridge This bridge is noted for its attractive design including ornamental pillars that are a memorial to those who fought in World War I. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Wood and White of Tulsa, Oklahoma. 36.746020 -95.961650 Comanche Avenue Caney River Bartlesville Washington County, Oklahoma Oklahoma United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Deck Girder Fixed 0 2 1923 0 Kansas City Bridge Company of Kansas City, Missouri Wood and White of Tulsa, Oklahoma 7 7 139 42.37 317 96.62 24 7.32 https://historicbridges.org/oklahoma/bartlesvillearch/little_bartlesvillearch_8179_80_81v_small.jpg https://historicbridges.org/oklahoma/bartlesvillearch/little_bartlesvillearch_8179_80_81v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bartlesvillearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.746020,-95.961650
5666 ! Cherokee Bridge Bartles Road Bridge This truss bridge consists of both pony and through truss spans and is noted for its lack of alteration including sidewalks. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by L. M. Mackey of Wagoner, Oklahoma. The bridge was primarily designed by Oklahoma Highway Commission. 36.754070 -95.971550 OK-123 (Bartles Road, Cherokee Avenue) Caney River Bartlesville Washington County, Oklahoma Oklahoma United States Metal K-Parker Rivet-Connected Through Truss Fixed 10 1 Metal Camelback Rivet-Connected Pony Truss Fixed 5 2 1937 0 L. M. Mackey of Wagoner, Oklahoma Oklahoma Highway Commission 7 7 210 64.01 418 127.41 24 7.32 https://historicbridges.org/oklahoma/bartlesville123/little_bartlesville123_8056_small.jpg https://historicbridges.org/oklahoma/bartlesville123/little_bartlesville123_8056.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bartlesville123/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.754070,-95.971550
5667 Johnstone Avenue Bridge This pin-connected truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.716020 -95.978100 Johnstone Avenue (3946 Road) Sand Creek Bartlesville Washington County, Oklahoma Oklahoma United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 0 1913 0 Unknown 7 7 102 31.09 295 89.92 15.7 4.79 https://historicbridges.org/oklahoma/bartlesvilletruss/little_bartlesvilletruss_8320_1_2bal_small.jpg https://historicbridges.org/oklahoma/bartlesvilletruss/little_bartlesvilletruss_8320_1_2bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/bartlesvilletruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.716020,-95.978100
5668 ! OK-99 Caney River Bridge This early surviving K-Parker truss bridge has three truss spans, and each span is different. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. 36.969900 -96.195380 OK-99 Caney River Rural Osage County, Oklahoma Oklahoma United States Metal K-Parker Rivet-Connected Through Truss Fixed 10 2 Metal Camelback Rivet-Connected Pony Truss Fixed 5 3 1935 0 M. E. Gillioz of Monett, Missouri Oklahoma Highway Commission 7 8 210 64.01 535 163.07 24 7.32 https://historicbridges.org/oklahoma/ok99caney/little_ok99caney_7159_60_61d_small.jpg https://historicbridges.org/oklahoma/ok99caney/little_ok99caney_7159_60_61d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok99caney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.969900,-96.195380
5669 ! OK-99 Pond River Bridge This is one of two K-Parker truss bridges found along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. 36.939090 -96.204780 OK-99 Pond River Rural Osage County, Oklahoma Oklahoma United States Metal K-Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 3 1935 1950 M. E. Gillioz of Monett, Missouri Oklahoma Highway Commission 7 7 160 48.77 315 96.01 24 7.32 https://historicbridges.org/oklahoma/ok99pond/little_ok99pond_7729_small.jpg https://historicbridges.org/oklahoma/ok99pond/little_ok99pond_7729.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok99pond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.939090,-96.204780
5670 Rangeline Road Bridge This is the only rainbow arch bridge in the entire state! The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oklahoma Highway Commission. 35.300190 -96.930160 Rangeline Road (Kickapoo Road) Squirrel Creek Shawnee Pottawatomie County, Oklahoma Oklahoma United States Concrete Rainbow Tied Through Arch Fixed 9 1 0 0 1917 0 Unknown Oklahoma Highway Commission 7 10 60 18.29 67 20.42 15 4.57 https://historicbridges.org/oklahoma/rangelineroad/little_rangelineroad_4853_4_5d_small.jpg https://historicbridges.org/oklahoma/rangelineroad/little_rangelineroad_4853_4_5d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/rangelineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.300190,-96.930160
5672 ! OK-10 Spring River Bridge This beautiful deck truss bridge in a scenic location looks a lot older than it is. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oklahoma Highway Commission. 36.871280 -94.765440 OK-10 Spring River Rural Ottawa County, Oklahoma Oklahoma United States Metal Warren Rivet-Connected Deck Truss Fixed 10 4 Metal Stringer (Multi-Beam) Fixed 0 2 1952 0 Unknown Oklahoma Highway Commission 7 8 200 60.96 631 192.33 28 8.53 https://historicbridges.org/oklahoma/ok10springriver/little_ok10springriver_9106_7_8bal_small.jpg https://historicbridges.org/oklahoma/ok10springriver/little_ok10springriver_9106_7_8bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok10springriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.871280,-94.765440
5673 3370 Road Bridge This is one of two traditional riveted Pratt through truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 35.677220 -96.999660 3370 Road Deep Fork Canadian River Rural Lincoln County, Oklahoma Oklahoma United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1924 0 Unknown 6 7 110 33.53 193 58.83 15 4.57 https://historicbridges.org/oklahoma/lincoln3370/little_lincoln3370_4721_small.jpg https://historicbridges.org/oklahoma/lincoln3370/little_lincoln3370_4721.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/lincoln3370/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.677220,-96.999660
5674 3380 Road Bridge This is one of two traditional riveted Pratt through truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J. O. Mathews. 35.679890 -96.981770 3380 Road Deep Fork Canadian River Rural Lincoln County, Oklahoma Oklahoma United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1920 0 J. O. Mathews 6 7 115 35.05 173 52.73 15.7 4.79 https://historicbridges.org/oklahoma/lincoln3380/little_lincoln3380_4697_small.jpg https://historicbridges.org/oklahoma/lincoln3380/little_lincoln3380_4697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/lincoln3380/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.679890,-96.981770
5675 US-281 Tower Bridge Only the most observant travelers on Historic Route 66 will discover that this high level bridge is more than a typical steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oklahoma Highway Commission. 35.536190 -98.340760 Historic US-66 (US-281, OK-8) Canadian River Tributary Rural Caddo County, Oklahoma Oklahoma United States Metal Stringer (Multi-Beam) Fixed 0 11 0 0 1933 0 Unknown Oklahoma Highway Commission 6 6 50 15.24 378 115.21 24 7.32 https://historicbridges.org/oklahoma/us281tower/little_us281tower_6371_2_3bal_small.jpg https://historicbridges.org/oklahoma/us281tower/little_us281tower_6371_2_3bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/us281tower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.536190,-98.340760
5676 3350 Road Bridge This rare kingpost pony truss appears to have been pieced together from other salvaged truss bridge parts at an unknown date. The technical description of the main or most noteworthy span of the bridge is a metal Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 35.753310 -97.034370 3350 Road Eagle Creek Rural Lincoln County, Oklahoma Oklahoma United States Metal Kingpost Pony Truss Fixed 2 1 0 0 1920 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/oklahoma/eaglecreek/little_eaglecreek_4589_90_91bal_small.jpg https://historicbridges.org/oklahoma/eaglecreek/little_eaglecreek_4589_90_91bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/eaglecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.753310,-97.034370
5677 96th Street Bridge Perhaps a rail bridge originally, this bridge was relocated here long ago from an unknown location and widened for highway traffic. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.293060 -95.966870 96th Street Bird Creek Rural Tulsa County, Oklahoma Oklahoma United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 0 1936 Unknown 7 8 148 45.11 302.5 92.2 20 6.1 https://historicbridges.org/oklahoma/tulsa96th/little_tulsa96th_2818_19_20f_small.jpg https://historicbridges.org/oklahoma/tulsa96th/little_tulsa96th_2818_19_20f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa96th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.293060,-95.966870
5678 106th Street Bird Creek Bridge This is a beautiful and uncommon example of a pin-connected Parker truss. The technical description of the main or most noteworthy span of the bridge is a 190.3 ft (58 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. The bridge was primarily designed by R. K. Hughes. 36.307540 -95.959540 106th Street Bird Creek Rural Tulsa County, Oklahoma Oklahoma United States Metal Parker Pin-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 4 1912 1988 Canton Bridge Company of Canton, Ohio R. K. Hughes 7 8 190.3 58 263 80.16 14.8 4.51 https://historicbridges.org/oklahoma/tulsa106thbird/little_tulsa106thbird_3109_small.jpg https://historicbridges.org/oklahoma/tulsa106thbird/little_tulsa106thbird_3109.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa106thbird/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.307540,-95.959540
5679 131st Street Bridge This bypassed and abandoned bridge is a rare and excellent example of an uncommon highway truss type. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 36.343770 -95.975260 131st Street Bird Creek Rural Tulsa County, Oklahoma Oklahoma United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1912 0 Canton Bridge Company of Canton, Ohio 8 8 201 61.26 270 82.3 14.4 4.39 https://historicbridges.org/oklahoma/tulsa131st/little_tulsa131st_4238_39_40v_small.jpg https://historicbridges.org/oklahoma/tulsa131st/little_tulsa131st_4238_39_40v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa131st/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.343770,-95.975260
5680 OK-11 Hominy Creek Bridge An excellent and increasingly rare surviving example of a signature Oklahoma K-Parker truss bridge, this bridge was relocated to private property. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Standard Paving Company of Tulsa, Oklahoma. Special note about bridge location: This bridge was previously located at 36.31571, -95.99149. Current location is private property, but viewable from public highway OK-11. 36.352301 -95.991074 OK-11 (4th Avenue) Hominy Creek Rural Tulsa County, Oklahoma Oklahoma United States This bridge was previously located at 36.31571, -95.99149. Current location is private property, but viewable from public highway OK-11. Metal K-Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 4 1940 0 Standard Paving Company of Tulsa, Oklahoma 7 7 160 48.77 405 123.44 26 7.92 https://historicbridges.org/oklahoma/tulsaok11hominy/little_tulsaok11hominy_3746_small.jpg https://historicbridges.org/oklahoma/tulsaok11hominy/little_tulsaok11hominy_3746.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsaok11hominy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.352301,-95.991074
5681 106th Street Hominy Creek Bridge This is a nicely proportioned bridge and in a county noted for its variety of truss bridges helps to form this special group of Tulsa County truss bridges. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Patterson Steel Company. 36.307330 -95.974330 106th Street Hominy Creek Rural Tulsa County, Oklahoma Oklahoma United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 0 1923 0 Patterson Steel Company 6 7 144 43.89 251 76.5 17 5.18 https://historicbridges.org/oklahoma/tulsa106thhominy/little_tulsa106thhominy_3325_6_7f_small.jpg https://historicbridges.org/oklahoma/tulsa106thhominy/little_tulsa106thhominy_3325_6_7f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa106thhominy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.307330,-95.974330
5682 116th Street Bridge This attractive pony truss bridge was likely relocated here long ago from an unknown previous location. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 36.322090 -95.979700 116th Street Hominy Creek Tributary Rural Tulsa County, Oklahoma Oklahoma United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 1936 Unknown 6 7 78 23.77 80 24.38 13 3.96 https://historicbridges.org/oklahoma/tulsa116th/little_tulsa116th_3857_8_9bal_small.jpg https://historicbridges.org/oklahoma/tulsa116th/little_tulsa116th_3857_8_9bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/tulsa116th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.322090,-95.979700
5683 KCS Blue Parkway Railroad Bridge This is one of several beautiful and impressive railroad bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 39.033150 -94.514270 Railroad (Kansas City Southern) Blue Parkway Kansas City Jackson County, Missouri Missouri United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 4 1928 0 List Construction Company of Kansas City, Missouri Ash, Howard, Needles, and Tammen of New York, New York 7 7 100 30.48 480 146.3 0 0 https://historicbridges.org/missouri/kcsblueparkway/little_kcsblueparkway_0288_small.jpg https://historicbridges.org/missouri/kcsblueparkway/little_kcsblueparkway_0288.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcsblueparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.033150,-94.514270
5684 KCS Gregory Boulevard Railroad Bridge This is one of several beautiful and impressive railroad bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 38.995110 -94.506130 Railroad (Kansas City Southern) Gregory Boulevard Kansas City Jackson County, Missouri Missouri United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 6 1928 0 List Construction Company of Kansas City, Missouri Ash, Howard, Needles, and Tammen of New York, New York 7 7 100 30.48 500 152.4 0 0 https://historicbridges.org/missouri/kcsgregory/little_kcsgregory_9978_small.jpg https://historicbridges.org/missouri/kcsgregory/little_kcsgregory_9978.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcsgregory/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.995110,-94.506130
5685 KCS Wildcat Hollow Drive Railroad Bridge This is one of several beautiful and impressive railroad bridges on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 39.003340 -94.511620 Railroad (Kansas City Southern) Wildcat Hollow Drive (67th Street) Kansas City Jackson County, Missouri Missouri United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1928 0 List Construction Company of Kansas City, Missouri Ash, Howard, Needles, and Tammen of New York, New York 6 6 112 34.14 227 69.19 0 0 https://historicbridges.org/missouri/kcswildcathollow/little_kcswildcathollow_0177_small.jpg https://historicbridges.org/missouri/kcswildcathollow/little_kcswildcathollow_0177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcswildcathollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.003340,-94.511620
5686 KCS 63rd Street Railroad Bridge One of several high level bridges on this railroad line, this bridge stands out for its use of steel instead of concrete. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by List Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 39.015330 -94.515700 Railroad (Kansas City Southern) 63rd Street Trafficway Kansas City Jackson County, Missouri Missouri United States Metal Deck Girder Fixed 0 0 0 0 1928 0 List Construction Company of Kansas City, Missouri Ash, Howard, Needles, and Tammen of New York, New York 5 5 75 22.86 875 266.7 20 6.1 https://historicbridges.org/missouri/kcs63rd/little_kcs63rd_0228_small.jpg https://historicbridges.org/missouri/kcs63rd/little_kcs63rd_0228.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/kcs63rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.015330,-94.515700
5687 ! 18th Street Bridge This is a large deck truss bridge composed of a wide deck supported by three truss lines. The technical description of the main or most noteworthy span of the bridge is a 424 ft (129.24 m) metal continuous (straight chords) bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 39.077040 -94.649910 US-69 (18th Street) Kansas River and Railroad (BNSF) Kansas City Wyandotte County, Kansas Kansas United States Metal Warren Bolt-Connected Deck Truss Fixed 0 Continuous (Straight Chords) 3 Metal Deck Girder Fixed 0 Continuous 10 1959 1989 Unknown 6 6 424 129.24 2227 678.79 56 17.07 https://historicbridges.org/kansas/18th/little_18th_3224_small.jpg https://historicbridges.org/kansas/18th/little_18th_3224.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/18th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.077040,-94.649910
5688 Liberty Bridge MO-291 Northbound Bridge This bridge is an outstanding and rare surviving example of a beautiful type of bridge that once graced Missouri in far larger populations. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 39.167900 -94.394830 MO-291 Northbound Missouri River Sugar Creek Jackson County, Missouri Missouri United States Metal Warren Rivet-Connected Through Truss Fixed 14 Continuous 2 Metal Warren Rivet-Connected Deck Truss Fixed 12 Continuous 6 1949 2002 Mount Vernon Bridge Company of Mount Vernon, Ohio Sverdrup and Parcel of St. Louis, Missouri 8 9 460 140.21 1882.3 573.73 24 7.32 https://historicbridges.org/missouri/mo291/little_mo291_2057_small.jpg https://historicbridges.org/missouri/mo291/little_mo291_2057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo291/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.167900,-94.394830
5689 Cedar Vale Bridge This bridge and the road it serves has been bypassed by a new alignment of the US highway, reducing the traffic it must serve. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.106080 -96.484140 Heritage Road (Old US-166) Caney River Near Cedar Vale Chautauqua County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 2 Concrete Stringer (Multi-Beam) Fixed 0 2 1930 0 J.S. Vance and Son of Parsons, Kansas Marsh Engineering Company of Des Moines, Iowa 8 8 140 42.67 292 89 20 6.1 https://historicbridges.org/kansas/cedarvale/little_cedarvale_6586_7_8v_small.jpg https://historicbridges.org/kansas/cedarvale/little_cedarvale_6586_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/cedarvale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.106080,-96.484140
5690 Coffeyville Bridge Roy W. White Bridge This attractive three-span tied Marsh rainbow arch bridge has a slightly larger center span. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Fifield Construction Company of Waterloo, Iowa. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.033330 -95.579800 CR-1800 Verdigris River Near Coffeyville Montgomery County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 0 3 0 0 1926 0 Fifield Construction Company of Waterloo, Iowa Marsh Engineering Company of Des Moines, Iowa 8 8 124 37.8 294 89.61 20 6.1 https://historicbridges.org/kansas/coffeyville/little_coffeyville_5359_60_61v_small.jpg https://historicbridges.org/kansas/coffeyville/little_coffeyville_5359_60_61v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/coffeyville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.033330,-95.579800
5691 Coffeyville Railroad Bridge Missouri Pacific Railroad Bridge This is a classic railroad through truss bridge that also has an unusual variable depth deck plate girder approach span. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 37.031240 -95.579570 Railroad (Abandoned South Kansas and Oklahoma Railroad) Verdigris River Near Coffeyville Montgomery County, Kansas Kansas United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 1910 0 Unknown 6 6 145 44.2 318 96.93 0 0 https://historicbridges.org/kansas/coffeyvillerr/little_coffeyvillerr_5551_2_3d_small.jpg https://historicbridges.org/kansas/coffeyvillerr/little_coffeyvillerr_5551_2_3d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/coffeyvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.031240,-95.579570
5692 Dewlen-Spohnhauer Bridge This is an impressive four span Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 122.4 ft (37.31 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Fifield Construction Company of Waterloo, Iowa. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.224490 -95.678720 Old US-160 Verdigris River Near Independence Montgomery County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 13 4 0 0 1926 0 Fifield Construction Company of Waterloo, Iowa Marsh Engineering Company of Des Moines, Iowa 8 8 122.4 37.31 434 132.28 20 6.1 https://historicbridges.org/kansas/oldus160/little_oldus160_5758_small.jpg https://historicbridges.org/kansas/oldus160/little_oldus160_5758.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldus160/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.224490,-95.678720
5693 Hackberry Road Bridge This Marsh rainbow arch bridge appears to be sufficient for the traffic it serves on this rural road. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.776100 -94.826980 Hackberry Road Pawnee Creek Rural Bourbon County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1929 0 Unknown Marsh Engineering Company of Des Moines, Iowa 7 7 120 36.58 122 37.19 20 6.1 https://historicbridges.org/kansas/hackberry/little_hackberry_2812_3_4d_small.jpg https://historicbridges.org/kansas/hackberry/little_hackberry_2812_3_4d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/hackberry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.776100,-94.826980
5694 Fulton Bridge This bridge suffers from greater levels of deterioration than other similar bridges in Kansas. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Kelly and Underwood Construction Company of Granby, Missouri. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 38.019240 -94.713560 215th Street (Old US-69) Little Osage River Rural Bourbon County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 11 1 Concrete T-Beam Fixed 0 1 1927 0 Kelly and Underwood Construction Company of Granby, Missouri Marsh Engineering Company of Des Moines, Iowa 7 7 110 33.53 153 46.63 20.3 6.19 https://historicbridges.org/kansas/fulton/little_fulton_0777_8_9d_small.jpg https://historicbridges.org/kansas/fulton/little_fulton_0777_8_9d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/fulton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.019240,-94.713560
5695 Ungeheuer Road Bridge This bridge is a small-scale example of a Marsh rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Maxwell Construction Company of Columbus, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 38.141460 -94.695340 Ungeheuer Road (Old US-69) Mine Creek Rural Linn County, Kansas Kansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1927 0 Maxwell Construction Company of Columbus, Kansas Marsh Engineering Company of Des Moines, Iowa 7 7 110 33.53 112 34.14 20.3 6.19 https://historicbridges.org/kansas/ungeheuer/little_ungeheuer_0639_40_41v_small.jpg https://historicbridges.org/kansas/ungeheuer/little_ungeheuer_0639_40_41v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/ungeheuer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.141460,-94.695340
5696 Bronco Road Bridge This bridge, built to replace a bridge washed away in a flood, has fared much better than its predecessor. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.009490 -96.255690 Bronco Road Cedar Creek Rural Chautauqua County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 9 1 Concrete Stringer (Multi-Beam) Fixed 0 2 1927 0 Unknown Marsh Engineering Company of Des Moines, Iowa 7 7 82 24.99 146 44.5 20 6.1 https://historicbridges.org/kansas/broncoroad/little_broncoroad_6868_69_70d_small.jpg https://historicbridges.org/kansas/broncoroad/little_broncoroad_6868_69_70d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/broncoroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.009490,-96.255690
5697 Red Bridge This unusual, somewhat European-styled truss bridge with its curved top chord has been left standing in a park next to its replacement. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.925280 -94.571320 Red Bridge Road (Old Alignment) Blue River Kansas City Jackson County, Missouri Missouri United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Concrete Curved T-Beam Fixed 0 3 1932 1982 Unknown 8 8 93 28.35 260 79.25 22 6.71 https://historicbridges.org/missouri/redbridge/little_redbridge_9383_4_5ur_small.jpg https://historicbridges.org/missouri/redbridge/little_redbridge_9383_4_5ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/redbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.925280,-94.571320
5698 3rd Street Bridge Noted for its exceedingly rare used of a curved top chord, this bridge was relocated from Jackson County here in 1969. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. 39.313700 -94.295470 3rd Street Fishing River Mosby Clay County, Missouri Missouri United States Metal Parker Rivet-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 1969 Unknown 7 7 90 27.43 120 36.58 20 6.1 https://historicbridges.org/missouri/mosby/little_mosby_1093_4_5ur_small.jpg https://historicbridges.org/missouri/mosby/little_mosby_1093_4_5ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mosby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.313700,-94.295470
5699 Crawford Street Bridge This Marsh rainbow arch bridge has been closed to vehicular traffic but can still be walked on. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.851640 -94.710000 Crawford Street Mill Creek Fort Scott Bourbon County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 9 1 Concrete Stringer (Multi-Beam) Fixed 0 2 1927 0 Unknown Marsh Engineering Company of Des Moines, Iowa 7 7 83 25.3 138 42.06 19.7 6 https://historicbridges.org/kansas/crawford/little_crawford_3520_1_2bal_small.jpg https://historicbridges.org/kansas/crawford/little_crawford_3520_1_2bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/crawford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.851640,-94.710000
5700 250th Street Bridge This Marsh rainbow arch bridge makes use of the stone abutments from a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.717980 -94.649550 250th Street Buck Run Creek Rural Bourbon County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 10 1 0 0 1925 0 Unknown Marsh Engineering Company of Des Moines, Iowa 7 7 85 25.91 92 28.04 19 5.79 https://historicbridges.org/kansas/250tharch/little_250tharch_3010_1_2v_small.jpg https://historicbridges.org/kansas/250tharch/little_250tharch_3010_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/250tharch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.717980,-94.649550
5701 Gilmore Farm Bridge Pulaski County Bridge 31 - Blue Bridge A unique bridge with a unique story, this restored bridge is the only Stearns truss surviving today. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Stearns through truss, fixed. The bridge was primarily built by Winamac Bridge Company of Winamac, Indiana. 40.582880 -86.683310 Delphi Historic Trails (VanScoy Towpath Trail Access) Wabash and Erie Canal Delphi Carroll County, Indiana Indiana United States Metal Stearns Pin-Connected Through Truss Fixed 6 1 0 0 1905 2006 Winamac Bridge Company of Winamac, Indiana 10 10 76 23.16 78 23.77 14.4 4.39 https://historicbridges.org/indiana/gilmore/little_img_1335_small.jpg https://historicbridges.org/indiana/gilmore/little_img_1335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gilmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.582880,-86.683310
5702 Paint Creek Bridge Carroll County Bridge 85 - Red Bridge This rare Massillon Bridge Company bowstring with its distinctive Howe truss chords and floorbeams has been preserved here. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.595140 -86.678730 Delphi Historic Trails (Founders Towpath and Draper North End Trail Connector) Wabash and Erie Canal Delphi Carroll County, Indiana Indiana United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 5 1 0 0 1874 1999 Massillon Bridge Company of Massillon, Ohio 9 10 67 20.42 67 20.42 0 0 https://historicbridges.org/indiana/paintcreek/little_brg_9331_small.jpg https://historicbridges.org/indiana/paintcreek/little_brg_9157.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/paintcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.595140,-86.678730
5703 Houck Iron Bridge Putnam County Bridge 146 - Grey Bridge This impressive, tall Pratt highway truss bridge has been relocated and preserved here for non-motorized use. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 40.591590 -86.679680 Delphi Historic Trails (Underhill Towpath Trail Connector) Wabash and Erie Canal Delphi Carroll County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1913 2014 Vincennes Bridge Company of Vincennes, Indiana 7 7 160 48.77 162 49.38 15.4 4.69 https://historicbridges.org/indiana/houckiron/little_brg_8959_small.jpg https://historicbridges.org/indiana/houckiron/little_brg_8959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/houckiron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.591590,-86.679680
5704 CR-300 Bridge Wells County Bridge 3 This late example of a state highway riveted through truss serves light county traffic today. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by John R. Gates of Fort Wayne, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.801600 -85.279890 CR-300 (Former IN-303) Wabash River Rural Wells County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 1940 2016 John R. Gates of Fort Wayne, Indiana Indiana State Highway Commission 6 7 150 45.72 306 93.27 23.6 7.19 https://historicbridges.org/indiana/wellscr300/little_addcr300wells_1004_small.jpg https://historicbridges.org/indiana/wellscr300/little_addcr300wells_1004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wellscr300/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.801600,-85.279890
5705 Dillman Road Bridge Monroe County Bridge 83 A classic riveted pony truss remains today with good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.093010 -86.553970 Dillman Road Clear Creek Rural Monroe County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1910 2002 Unknown 5 6 70 21.34 72 21.95 14.8 4.51 https://historicbridges.org/indiana/dillmanrd/little_a10pony2_small.jpg https://historicbridges.org/indiana/dillmanrd/little_a10pony2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dillmanrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.093010,-86.553970
5706 Franklin Street Bridge Carroll County Bridge 150 One of two historic stone arch bridges in this community of historic bridges. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone Segmental deck arch, fixed. The bridge was primarily built by John C. O'Connor. 40.583580 -86.683560 Franklin Street (Bicycle Bridge Road) Wabash and Erie Canal Delphi Carroll County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 1 0 0 1901 0 John C. O'Connor 7 7 24 7.32 35.4 10.79 26 7.92 https://historicbridges.org/indiana/franklindelphi/little_img_1371_small.jpg https://historicbridges.org/indiana/franklindelphi/little_img_1371.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/franklindelphi/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.583580,-86.683560
5707 Washington Street Bridge Carroll County Bridge 2 One of two historic stone arch bridges in this community of historic bridges. The technical description of the main or most noteworthy span of the bridge is a 33.5 ft (10.21 m) stone Segmental deck arch, fixed. The bridge was primarily built by John C. O'Connor. 40.592760 -86.678870 Washington Street Wabash and Erie Canal Delphi Carroll County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 1 0 0 1901 0 John C. O'Connor 7 7 33.5 10.21 113 34.44 23.6 7.19 https://historicbridges.org/indiana/washingtondelphi/little_brg_9013_small.jpg https://historicbridges.org/indiana/washingtondelphi/little_brg_9013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/washingtondelphi/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.592760,-86.678870
5708 Strawtown Koteewi Park Bridge White River Campground Bridge Using two different truss bridges plus a third replica span, this is one of the most unique bridge preservation projects ever completed. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Triple Warren) through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois, Indiana Bridge Company of Muncie, Indiana, and New Castle Bridge Company of Indianapolis, Indiana . 40.125620 -85.967290 Park Walkway West Fork White River Noblesville Hamilton County, Indiana Indiana United States Metal Lattice (Triple Warren) Rivet-Connected Through Truss Fixed 10 1 Metal Pratt Pin-Connected Through Truss Fixed 6 2 1898 2016 Chicago Bridge and Iron Works of Chicago, Illinois, Indiana Bridge Company of Muncie, Indiana, and New Castle Bridge Company of Indianapolis, Indiana 9 9 150 45.72 294.1 89.64 14.3 4.36 https://historicbridges.org/indiana/strawtown/little_strawtown_4339_small.jpg https://historicbridges.org/indiana/strawtown/little_strawtown_4339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/strawtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.125620,-85.967290
5709 Onion Creek Bridge The truly unique bridge has an ornamental portal bracing design and is noted as a through truss bedstead. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Parker bedstead through truss, fixed. The bridge was primarily built by Western Bridge Company of Harrisonville, Missouri. 37.025930 -95.656220 County Road 4500 Onion Creek Near Coffeyville Montgomery County, Kansas Kansas United States Metal Parker Pin-Connected Bedstead Through Truss Fixed 6 1 0 0 1911 0 Western Bridge Company of Harrisonville, Missouri 9 9 102 31.09 104 31.7 13.8 4.21 https://historicbridges.org/kansas/onioncreekbridge/little_onioncreekbridge_5347_small.jpg https://historicbridges.org/kansas/onioncreekbridge/little_onioncreekbridge_5347.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/onioncreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.025930,-95.656220
5710 Old Military Bridge Marmaton Bridge One of the only multi-span iron bowstring bridges surviving in the country, this abandoned bridge is almost impossible to see through the overgrowth. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.859360 -94.670770 240th Street (Abandoned) Marmaton River Fort Scott Bourbon County, Kansas Kansas United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 10 1 Metal Bowstring Pony Truss Fixed 6 2 1878 0 King Bridge Company of Cleveland, Ohio 9 10 112 34.14 212 64.62 15.7 4.79 https://historicbridges.org/kansas/oldmilitary/little_oldmilitary_2491_2_3ur_small.jpg https://historicbridges.org/kansas/oldmilitary/little_oldmilitary_2491_2_3ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldmilitary/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.859360,-94.670770
5711 Long Shoals Bridge This abandoned bridge features a unique vertical endpost design combined with impressive ornamentation. The technical description of the main or most noteworthy span of the bridge is a 174.8 ft (53.28 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. 37.994740 -94.621690 265th Street Little Osage River Rural Bourbon County, Kansas Kansas United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1902 0 Midland Bridge Company of Kansas City, Missouri 9 9 174.8 53.28 175.8 53.58 13.4 4.08 https://historicbridges.org/kansas/longshoals/little_longshoals_0990_1_2bal_small.jpg https://historicbridges.org/kansas/longshoals/little_longshoals_0990_1_2bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/longshoals/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.994740,-94.621690
5712 Austin Bridge Santa Fe Park Bridge This rare cast and wrought iron bowstring truss was relocated and preserved here in a park. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.656970 -95.453210 Park Walkway Little Turkey Creek Chanute Neosho County, Kansas Kansas United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 1872 1999 King Bridge Company of Cleveland, Ohio 9 9 160 48.77 160 48.77 0 0 https://historicbridges.org/kansas/austinbridge/little_austinbridge_4882_3_4d_small.jpg https://historicbridges.org/kansas/austinbridge/little_austinbridge_4882_3_4d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/austinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.656970,-95.453210
5713 Elk Falls Bridge Preserved in place for pedestrian use, this truss bridge also includes attractive steel bents supporting its approach spans. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. 37.374060 -96.184100 Montgomery Street Elk River Elk Falls Elk County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 4 1893 0 George E. King Bridge Company of Des Moines, Iowa 7 7 130 39.62 196 59.74 16 4.88 https://historicbridges.org/kansas/elkfalls/little_elkfalls_6454_small.jpg https://historicbridges.org/kansas/elkfalls/little_elkfalls_6439.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/elkfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.374060,-96.184100
5714 Old US-169 Neosho River Bridge Despite being downgraded to a former US highway, this bridge and road continues to see a fair amount of traffic. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by J.S. Vance and Son of Parsons, Kansas and Pittsburgh Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Kansas State Highway Commission. 37.730570 -95.442050 Old US-169 (Ford Road, 1150th Street) Neosho River Rural Neosho County, Kansas Kansas United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 Metal Warren Rivet-Connected Pony Truss Fixed 8 4 1930 0 J.S. Vance and Son of Parsons, Kansas and Pittsburgh Des Moines Steel Company of Pittsburgh, Pennsylvania Kansas State Highway Commission 6 7 140 42.67 655 199.64 23.3 7.1 https://historicbridges.org/kansas/oldus169/little_oldus169_4633_4_5ur_small.jpg https://historicbridges.org/kansas/oldus169/little_oldus169_4633_4_5ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/oldus169/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.730570,-95.442050
5715 250th Street Bridge This is a traditional riveted Parker through truss in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 37.694380 -94.648870 250th Street West Fork Dry Wood Creek Rural Bourbon County, Kansas Kansas United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1925 0 Unknown 6 6 150 45.72 153 46.63 19.7 6 https://historicbridges.org/kansas/250thtruss/little_250thtruss_2932_3_4f_small.jpg https://historicbridges.org/kansas/250thtruss/little_250thtruss_2932_3_4f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/250thtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.694380,-94.648870
5716 Morton Bridge This bridge shows some of the distinctive details of its builder including cast iron bearings. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.294290 -93.889060 114th Street (Landing Road) Crooked River Rural Ray County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1889 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 102 31.09 162 49.38 10.8 3.29 https://historicbridges.org/missouri/morton/little_morton_9739_40_41d_small.jpg https://historicbridges.org/missouri/morton/little_morton_9739_40_41d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/morton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.294290,-93.889060
5717 Pleasant Ridge Road Bridge This rare bedstead truss bridge was damaged and its top chord broken in half, yet it remained standing. The technical description of the main or most noteworthy span of the bridge is a 47.8 ft (14.57 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by John H. Sparks of St. Joseph, Missouri. 39.673520 -93.946500 Pleasant Ridge Road Cottonwood Creek Rural Caldwell County, Missouri Missouri United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1904 0 John H. Sparks of St. Joseph, Missouri 8 8 47.8 14.57 47.8 14.57 13.7 4.18 https://historicbridges.org/missouri/pleasantridgeroad/little_pleasantridgeroad_8509_10_11f_small.jpg https://historicbridges.org/missouri/pleasantridgeroad/little_pleasantridgeroad_8509_10_11f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/pleasantridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.673520,-93.946500
5718 John Deere Road Bridge This bridge is noted for unusual choice of built-up member design including very simple portal bracing and lightweight verticals. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by John H. Sparks of St. Joseph, Missouri. 39.678960 -94.093110 John Deere Road Shoal Creek Rural Caldwell County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 3 1901 1930 John H. Sparks of St. Joseph, Missouri 7 7 120 36.58 180 54.86 13.8 4.21 https://historicbridges.org/missouri/johndeere/little_johndeere_8098_099_100v_small.jpg https://historicbridges.org/missouri/johndeere/little_johndeere_8098_099_100v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/johndeere/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.678960,-94.093110
5718 Henkins Ford Bridge This extremely rare pin-connected Warren through truss has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.673500 -93.831640 Catawba Road Shoal Creek Rural Caldwell County, Missouri Missouri United States Metal Warren Pin-Connected Through Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 0 1887 0 King Bridge Company of Cleveland, Ohio 9 9 125 38.1 194.8 59.38 13.8 4.21 https://historicbridges.org/missouri/henkinsford/little_henkinsford_8326_7_8bal_small.jpg https://historicbridges.org/missouri/henkinsford/little_henkinsford_8326_7_8bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/henkinsford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.673500,-93.831640
5719 Santa Fe Street Bridge This is a railroad bridge that long ago was relocated and reused as a highway over railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.185550 -94.196290 Santa Fe Street Railroad (BNSF) Sibley Jackson County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 0 1912 Unknown 7 7 163 49.68 165 50.29 13.5 4.11 https://historicbridges.org/missouri/santafestreet/little_santafestreet_0487_8_9bal_small.jpg https://historicbridges.org/missouri/santafestreet/little_santafestreet_0487_8_9bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/santafestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.185550,-94.196290
5720 Dillon Drive Bridge This is a small and traditional pony truss on a rural road. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.684150 -94.061870 Dillon Drive Mill Creek Rural Caldwell County, Missouri Missouri United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 0 1930 0 Unknown 4 4 50 15.24 58 17.68 13.5 4.11 https://historicbridges.org/missouri/dillon/little_dillon_8104_small.jpg https://historicbridges.org/missouri/dillon/little_dillon_8104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/dillon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.684150,-94.061870
5721 Hulser Road Bridge Bypassed and abandoned, this bridge stands out as an early bedstead pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 39.661120 -93.974680 Hulser Road (CR-324) Tom Creek Rural Caldwell County, Missouri Missouri United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1904 0 Canton Bridge Company of Canton, Ohio 9 9 60 18.29 61 18.59 11.8 3.6 https://historicbridges.org/missouri/hulserroad/little_hulserroad_8668_small.jpg https://historicbridges.org/missouri/hulserroad/little_hulserroad_8668.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hulserroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.661120,-93.974680
5722 112th Street Bridge This is a rivet-connected truss bridge, but with connections assembled in the field using bolts to avoid the need to field rivet. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.293640 -93.908550 112th Street (CR-248) Crooked River Rural Ray County, Missouri Missouri United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1913 0 Unknown 5 5 80 24.38 119 36.27 12.8 3.9 https://historicbridges.org/missouri/ray112th/little_ray112th_9532_3_4bal_small.jpg https://historicbridges.org/missouri/ray112th/little_ray112th_9532_3_4bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ray112th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.293640,-93.908550
5723 US-24 Viaduct This is the larger of two unusual cantilevered rigid-frame plate girder bridges on this road. The technical description of the main or most noteworthy span of the bridge is a 76.4 ft (23.29 m) metal cantilever rigid-frame, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 39.104550 -94.500290 US-24 (Winner Road, Independence Avenue) Winchester Avenue and Railroad (BNSF) Kansas City Jackson County, Missouri Missouri United States Metal Rigid-Frame Fixed 0 Cantilever 17 0 0 1934 1994 M. E. Gillioz of Monett, Missouri Missouri State Highway Commission 7 7 76.4 23.29 1243.2 378.93 42 12.8 https://historicbridges.org/missouri/us24overpass/little_us24overpass_8972_3_4v_small.jpg https://historicbridges.org/missouri/us24overpass/little_us24overpass_8972_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/us24overpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.104550,-94.500290
5724 Blue Ridge Boulevard Bridge This unusual stone arch is hard to miss, and is the oldest and largest known highway stone arch bridge in Missouri. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Forrester-Swenson Construction Company of Kansas City, Missouri. The bridge was primarily designed by Oscar Koehler. 39.092360 -94.477450 Blue Ridge Boulevard MO-12 (Truman Road) Kansas City Jackson County, Missouri Missouri United States Stone Elliptical Deck Arch Fixed 0 1 0 0 1906 0 Forrester-Swenson Construction Company of Kansas City, Missouri Oscar Koehler 7 9 69 21.03 86 26.21 56.4 17.19 https://historicbridges.org/missouri/blueridge/little_blueridge_9032_3_4f_small.jpg https://historicbridges.org/missouri/blueridge/little_blueridge_9032_3_4f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/blueridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.092360,-94.477450
5725 Union Station Bridge Michael R. Haverty Bridge This historic railroad truss bridge was relocated and reused as a pedestrian bridge for Union Station. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 39.086360 -94.586340 Pedestrian Walkway Railroad (Kansas City Southern) Kansas City Jackson County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1892 2006 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 140 42.67 250 76.2 16 4.88 https://historicbridges.org/missouri/unionstation/little_unionstation_7327_small.jpg https://historicbridges.org/missouri/unionstation/little_unionstation_7327.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/unionstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.086360,-94.586340
5726 Paseo Boulevard Bridges This is a beautiful pair of historic boulevard bridges designed by the noted engineering firm of Harrington, Howard, and Ash. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. H. Hannenkratt and D. Murno of Kansas City, Missouri. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. 38.987010 -94.566520 Paseo Boulevard 77th Street Kansas City Jackson County, Missouri Missouri United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 1994 H. H. Hannenkratt and D. Murno of Kansas City, Missouri Harrington, Howard, and Ash of Kansas City, Missouri 6 6 63 19.2 65 19.81 28 8.53 https://historicbridges.org/missouri/paseobridge/little_paseobridge_9873_4_5v_small.jpg https://historicbridges.org/missouri/paseobridge/little_paseobridge_9873_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/paseobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.987010,-94.566520
5727 Cliff Drive Bridge This is an attractive concrete arch bridge that compliments its park setting. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. B. Thompson of Kansas City, Missouri. 39.112540 -94.548190 Cliff Drive Chestnut Trafficway Kansas City Jackson County, Missouri Missouri United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 H. B. Thompson of Kansas City, Missouri 6 6 77 23.47 82 24.99 43 13.11 https://historicbridges.org/missouri/cliffdrive/little_cliffdrive_8771_small.jpg https://historicbridges.org/missouri/cliffdrive/little_cliffdrive_8771.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cliffdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.112540,-94.548190
5728 Hillcrest Road Bridge Although small and deteriorated, this bridge is noteworthy as an early concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. 38.988920 -94.519460 Hillcrest Road Blue River Tributary Kansas City Jackson County, Missouri Missouri United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1906 0 Midland Bridge Company of Kansas City, Missouri 6 6 20 6.1 40 12.19 19.4 5.91 https://historicbridges.org/missouri/hillcrest/little_hillcrest_0147_small.jpg https://historicbridges.org/missouri/hillcrest/little_hillcrest_0147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hillcrest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.988920,-94.519460
5729 Kansas River Railroad Bridges This is a part of similar yet different railroad truss bridges that sit right next to each other. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.097940 -94.612140 Railroad (Union Pacific) Kansas River (Kaw River) Kansas City Wyandotte County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 8 4 0 0 1900 1911 Unknown 7 7 196 59.74 736 224.33 0 0 https://historicbridges.org/kansas/upkansasriverbridges/little_upkansasriverbridges_4837_small.jpg https://historicbridges.org/kansas/upkansasriverbridges/little_upkansasriverbridges_4837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/upkansasriverbridges/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.097940,-94.612140
5730 Kansas River Railroad Bridge Chicago Great Western Railroad Bridge This impressive multi-span through truss bridge has one more truss span that it had when originally constructed. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 39.114000 -94.614100 Railroad (Union Pacific) Kansas River (Kaw River) Kansas City Wyandotte County, Kansas Kansas United States Metal Pratt Pin-Connected Through Truss Fixed 8 3 Metal Pratt Rivet-Connected Through Truss Fixed 9 2 1903 0 Pennsylvania Steel Company of Steelton, Pennsylvania 7 7 200 60.96 955 291.08 0 0 https://historicbridges.org/kansas/upkansasriverbridgenorth/little_upkansasriverbridgenorth_6649_small.jpg https://historicbridges.org/kansas/upkansasriverbridgenorth/little_upkansasriverbridgenorth_6649.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/upkansasriverbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.114000,-94.614100
5731 Kansas City Southern Railroad Bridge This railroad bridge features impressive and graceful Parker truss spans. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri. 39.106470 -94.617400 Railroad (Kansas City Southern) Kansas River (Kaw River) Kansas City Wyandotte County, Kansas Kansas United States Metal Parker Rivet-Connected Through Truss Fixed 11 2 Metal Pratt Rivet-Connected Through Truss Fixed 0 2 1916 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas Waddell and Son of Kansas City, Missouri 7 7 310 94.49 810 246.89 0 0 https://historicbridges.org/kansas/kcsbridge/little_kcsbridge_5380_small.jpg https://historicbridges.org/kansas/kcsbridge/little_kcsbridge_5380.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/kcsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.106470,-94.617400
5732 13th Street Bridge This bridge currently crosses a trail, but likely originally crossed a creek that appears to have been relocated. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.128416 -94.643001 13th Street Pedestrian Walkway Kansas City Wyandotte County, Kansas Kansas United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/kansas/13thstreetarch/little_13thstreetarch_2924_small.jpg https://historicbridges.org/kansas/13thstreetarch/little_13thstreetarch_2924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/13thstreetarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.128416,-94.643001
5733 Westheight Park Bridges Westheight Park has this pair of small, identical foot bridges with ornamental details. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.123290 -94.652940 Pedestrian Walkway Jersey Creek Kansas City Wyandotte County, Kansas Kansas United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 22.2 6.77 0 0 https://historicbridges.org/kansas/westheightpark/little_westheightpark_2972_small.jpg https://historicbridges.org/kansas/westheightpark/little_westheightpark_2972.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/westheightpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.123290,-94.652940
5734 Shawnee Road Bridge Shawnee Street Overpass This is an uncommon example of a relatively short-span riveted steel deck arch bridge, and the only such bridge in Kansas. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Kansas City Structural Steel Company of Kansas City, Kansas. 39.071800 -94.620940 Shawnee Road 7th Street Trafficway (US-169) Kansas City Wyandotte County, Kansas Kansas United States Metal Solid Ribbed Hingeless Deck Arch Fixed 0 1 0 0 1934 2013 Kansas City Structural Steel Company of Kansas City, Kansas 6 8 90 27.43 94 28.65 24 7.32 https://historicbridges.org/kansas/shawneeroad/little_shawneeroad_3336_7_8bal_small.jpg https://historicbridges.org/kansas/shawneeroad/little_shawneeroad_3336_7_8bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/shawneeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.071800,-94.620940
5736 Parkwood Park Bridge This unusual concrete arch bridge forms a visual centerpiece for Parkwood Park. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.136956 -94.633478 Pedestrian Walkway Depression Kansas City Wyandotte County, Kansas Kansas United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/kansas/parkwoodpark/little_parkwoodpark_2870_small.jpg https://historicbridges.org/kansas/parkwoodpark/little_parkwoodpark_2870.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/parkwoodpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.136956,-94.633478
5737 185th East Avenue Bridge This is a very rare example of a Kingpost truss bridge. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 35.986080 -95.770580 185th East Avenue Broken Arrow Creek Broken Arrow Tulsa County, Oklahoma Oklahoma United States Metal Kingpost Pin-Connected Pony Truss Fixed 2 1 0 0 0 1940 Unknown 8 9 38 11.58 40 12.19 15.7 4.79 https://historicbridges.org/oklahoma/185th/little_185th_1333_4_5bal_small.jpg https://historicbridges.org/oklahoma/185th/little_185th_1333_4_5bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/185th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.986080,-95.770580
5738 North 4030 Road Bridge Bypassed and abandoned, this is an outstanding bedstead truss bridge of relatively long span length. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana. 36.501560 -95.830650 North 4030 Road Buck Creek Rural Washington County, Oklahoma Oklahoma United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1915 0 Rochester Bridge Company of Rochester, Indiana 8 8 75 22.86 115 35.05 15 4.57 https://historicbridges.org/oklahoma/washington4030/little_washington4030_0115_6_7ur_small.jpg https://historicbridges.org/oklahoma/washington4030/little_washington4030_0115_6_7ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/washington4030/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.501560,-95.830650
5739 Kellogg Bridge This rare bedstead truss bridge was relocated and preserved on the grounds of ODOT. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana. Special note about bridge location: The previous location of this bridge in Washington County is estimated to be at 36.873062, -95.823497. 36.210840 -95.852620 Pedestrian Walkway Small Lagoon Tulsa Tulsa County, Oklahoma Oklahoma United States The previous location of this bridge in Washington County is estimated to be at 36.873062, -95.823497. Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1915 2005 Rochester Bridge Company of Rochester, Indiana 8 8 50 15.24 51 15.54 15.7 4.79 https://historicbridges.org/oklahoma/kellogg/little_kellogg_0343_4_5v_small.jpg https://historicbridges.org/oklahoma/kellogg/little_kellogg_0343_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/kellogg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.210840,-95.852620
5740 H. Tom Kight Jr. Bridge This bridge continues to carry eastbound traffic while the older westbound truss bridge was replaced with the truss spans used as nearby decorations. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. 36.208980 -95.724590 OK-66 Eastbound (Historic US-66) Bird Creek Catoosa Rogers County, Oklahoma Oklahoma United States Metal K-Parker Rivet-Connected Through Truss Fixed 10 3 Metal Camelback Rivet-Connected Pony Truss Fixed 5 3 1956 1979 M. E. Gillioz of Monett, Missouri Oklahoma Highway Commission 6 6 212 64.62 824.8 251.4 30 9.14 https://historicbridges.org/oklahoma/ok66birdcreekbridge/little_ok66birdcreekbridges_1213_small.jpg https://historicbridges.org/oklahoma/ok66birdcreekbridge/little_ok66birdcreekbridges_1213.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok66birdcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.208980,-95.724590
5741 Bird Creek Bridge Truss Display The truss spans of this bridge, which was replaced, were placed as decorations at two different nearby locations. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by M. E. Gillioz of Monett, Missouri. The bridge was primarily designed by Oklahoma Highway Commission. Special note about bridge location: This map shows the location of the spans open to the public. Additional spans are on private property at 36.20711 -95.72684 but are visible from public roads. 36.211690 -95.722340 Formerly OK-66 Westbound (Historic US-66) Formerly Bird Creek Catoosa Rogers County, Oklahoma Oklahoma United States This map shows the location of the spans open to the public. Additional spans are on private property at 36.20711 -95.72684 but are visible from public roads. Metal K-Parker Rivet-Connected Through Truss Fixed 10 3 Metal Camelback Rivet-Connected Pony Truss Fixed 5 3 1936 2011 M. E. Gillioz of Monett, Missouri Oklahoma Highway Commission 6 6 212 64.62 824.8 251.4 24 7.32 https://historicbridges.org/oklahoma/ok66birdcreekbridge2/little_ok66birdcreekbridges_0733_4_5bal_small.jpg https://historicbridges.org/oklahoma/ok66birdcreekbridge2/little_ok66birdcreekbridges_0733_4_5bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/ok66birdcreekbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.211690,-95.722340
5742 Strang Bridge Bypassed and abandoned, this is a late but rare surviving multi-span pin-connected through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 36.409240 -95.160280 Strang Road Lake Hudson (Neosho River) Rural Mayes County, Oklahoma Oklahoma United States Metal Parker Pin-Connected Through Truss Fixed 9 4 Metal Stringer (Multi-Beam) Fixed 0 2 1922 1963 Vincennes Bridge Company of Vincennes, Indiana 8 9 177 53.95 818 249.33 15 4.57 https://historicbridges.org/oklahoma/strang/little_strang_9466_small.jpg https://historicbridges.org/oklahoma/strang/little_strang_9466.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/strang/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.409240,-95.160280
5744 John Zink Park Bridge This park footbridge has the hallmarks of a bridge that is composed of salvaged and reused riveted roof trusses from a building. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. 36.364740 -95.992620 Pedestrian Walkway Bird Creek Tributary Skiatook Tulsa County, Oklahoma Oklahoma United States Metal Bowstring Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/oklahoma/johnzinkpark/little_johnzinkpark_4493_small.jpg https://historicbridges.org/oklahoma/johnzinkpark/little_johnzinkpark_4493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/johnzinkpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.364740,-95.992620
5745 5th Street Bridge This is a small riveted pony truss next to a park, with the least number of panels a full slope pony truss can have. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 36.365640 -95.992810 5th Street (E0450) Bird Creek Tributary Skiatook Tulsa County, Oklahoma Oklahoma United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1920 0 Unknown 4 4 60 18.29 67 20.42 24 7.32 https://historicbridges.org/oklahoma/skiatook/little_skiatook_4328_29_30ur_small.jpg https://historicbridges.org/oklahoma/skiatook/little_skiatook_4328_29_30ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oklahoma/skiatook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.365640,-95.992810
5746 Gregory Boulevard Bridge 71st Street Bridge This noted work of J.A.L. Waddell design is nearly impossible to view when leaves are on the trees. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Horton Concrete Construction Company. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri. 38.996790 -94.529410 Gregory Boulevard Big Blue River Kansas City Jackson County, Missouri Missouri United States Concrete Open Spandrel Deck Arch Fixed 0 7 0 0 1917 1984 Horton Concrete Construction Company Waddell and Son of Kansas City, Missouri 7 7 140 42.67 700 213.36 44 13.41 https://historicbridges.org/missouri/gregory/little_gregory_9942_3_4d_small.jpg https://historicbridges.org/missouri/gregory/little_gregory_9942_3_4d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/gregory/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.996790,-94.529410
5747 Broadway-Woodswether Viaduct This 1950s viaduct winds its way under the larger Broadway Bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal stringer (multi-beam), fixed. The bridge was primarily built by George Bennett Construction Company. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 39.109800 -94.589840 Woodswether Road Railroad (Union Pacific) Kansas City Jackson County, Missouri Missouri United States Metal Stringer (Multi-Beam) Fixed 0 6 0 0 1951 0 George Bennett Construction Company Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 3 3 120 36.58 500 152.4 30 9.14 https://historicbridges.org/missouri/broadwaywoodswether/little_broadwaywoodswether_7751_2_3ur_small.jpg https://historicbridges.org/missouri/broadwaywoodswether/little_broadwaywoodswether_7751_2_3ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/broadwaywoodswether/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.109800,-94.589840
5748 Lake of the Woods Bridge This is a small stone-faced concrete arch bridge that enhances its park setting. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) deck arch, fixed. The bridge was primarily built by Unknown. 38.996110 -94.520610 Gregory Boulevard Lake of the Woods Spillway Kansas City Jackson County, Missouri Missouri United States Concrete (Stone Faced) Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/missouri/lakeofthewoods/little_lakeofthewoods_0105_small.jpg https://historicbridges.org/missouri/lakeofthewoods/little_lakeofthewoods_0105.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lakeofthewoods/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.996110,-94.520610
5749 Lexington Avenue Bridge This high level plate girder bridge is the oldest known highway bridge of this type in Missouri. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Hedrick of Kansas City, Missouri. 39.110890 -94.548280 Lexington Avenue Chestnut Trafficway Kansas City Jackson County, Missouri Missouri United States Metal Deck Girder Fixed 0 7 0 0 1901 0 Unknown Waddell and Hedrick of Kansas City, Missouri 7 7 65 19.81 386 117.65 42.7 13.01 https://historicbridges.org/missouri/lexingtonviaduct/little_lexingtonviaduct_8570_1_2f_small.jpg https://historicbridges.org/missouri/lexingtonviaduct/little_lexingtonviaduct_8570_1_2f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lexingtonviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.110890,-94.548280
5750 Crooked River Railroad Bridge This is a traditionally composed pin-connected railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.262360 -93.855730 Railroad (BNSF) Crooked River Rural Ray County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1910 0 American Bridge Company of New York, New York 7 7 150 45.72 290 88.39 0 0 https://historicbridges.org/missouri/bnsfcrookedriver/little_bnsfcrookedriver_9895_small.jpg https://historicbridges.org/missouri/bnsfcrookedriver/little_bnsfcrookedriver_9895.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/bnsfcrookedriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.262360,-93.855730
5751 Buffalo Road Bridge This traditionally composed pin-connected Pratt through truss is located in an area that floods often. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. 39.257720 -93.856460 Buffalo Road Crooked River Rural Ray County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 2 1908 0 Kansas City Bridge Company of Kansas City, Missouri 7 7 119 36.27 159 48.46 11.2 3.41 https://historicbridges.org/missouri/buffaloroad/little_buffaloroad_0037_small.jpg https://historicbridges.org/missouri/buffaloroad/little_buffaloroad_0037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/buffaloroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.257720,-93.856460
5752 Bonanza Bridge This very old and rare Whipple truss was placed on the ground as a non-functional exhibit when it was replaced. The technical description of the main or most noteworthy span of the bridge is a 187 ft (57 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 39.642750 -93.972580 Bonanza Road Shoal Creek Rural Caldwell County, Missouri Missouri United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1883 1995 Unknown 8 8 187 57 187 57 14 4.27 https://historicbridges.org/missouri/bonanza/little_bonanza_8830_1_2ur_small.jpg https://historicbridges.org/missouri/bonanza/little_bonanza_8830_1_2ur.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/bonanza/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.642750,-93.972580
5753 ! Granite Avenue Bridge This is an uncommon example of a pin-connected Camelback truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by John Dildine Bridge Company of Cameron, Missouri. 40.046700 -94.115860 Granite Avenue (CR-359) Big Creek Rural Daviess County, Missouri Missouri United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 1 1910 0 John Dildine Bridge Company of Cameron, Missouri 7 8 160 48.77 180 54.86 15.7 4.79 https://historicbridges.org/missouri/graniteavenue/little_graniteavenue_7603_small.jpg https://historicbridges.org/missouri/graniteavenue/little_graniteavenue_7603.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/graniteavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.046700,-94.115860
5754 Bee Creek Boulevard Bridge This is one of several examples of this unusual truss bridge style built in both Kansas and Missouri. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. 39.418820 -94.819510 Bee Creek Boulevard Bee Creek Rural Platte County, Missouri Missouri United States Metal Camelback Rivet-Connected Pony Truss Fixed 6 1 0 0 1940 1987 Unknown 7 7 100 30.48 103 31.39 20 6.1 https://historicbridges.org/missouri/beecreekblvd/little_beecreekblvd_1150_small.jpg https://historicbridges.org/missouri/beecreekblvd/little_beecreekblvd_1150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/beecreekblvd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.418820,-94.819510
5755 Daugherty Road Bridge This is one of several examples of this unusual truss bridge style built in both Kansas and Missouri. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. 39.289180 -93.951480 Daugherty Road West Fork Crooked River Rural Ray County, Missouri Missouri United States Metal Camelback Rivet-Connected Pony Truss Fixed 5 1 0 0 1925 0 Unknown 6 6 78 23.77 78 23.77 13.8 4.21 https://historicbridges.org/missouri/daugherty/little_daugherty_9355_6_7bal_small.jpg https://historicbridges.org/missouri/daugherty/little_daugherty_9355_6_7bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/daugherty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.289180,-93.951480
5756 Frisco Bridge Memphis Bridge The Frisco Bridge is the crowning achievement of a great engineer, and one of the oldest and largest cantilever truss bridges in the world. The technical description of the main or most noteworthy span of the bridge is a 790.4 ft (240.91 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by Baird Brothers of Pittsburgh, Pennsylvania. The bridge was primarily designed by George Shattuck Morison. 35.128600 -90.076210 Railroad (BNSF) Mississippi River Memphis Shelby County, Tennessee and Crittenden County, Arkansas Tennessee and Arkansas United States Metal Baltimore Pin-Connected Through Truss Fixed 28 Cantilever 4 Metal Warren Pin-Connected Deck Truss Fixed 12 0 1892 2016 Baird Brothers of Pittsburgh, Pennsylvania George Shattuck Morison 10 10 790.4 240.91 4988 1520.34 30 9.14 https://historicbridges.org/tennessee/friscobridge/little_friscobridge_3060_1_2bal_small.jpg https://historicbridges.org/tennessee/friscobridge/little_friscobridge_3060_1_2bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/friscobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.128600,-90.076210
5757 Eads Bridge This famous and nationally significant historic bridge is noted for its age, record-breaking size, and unusual design. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal Braced Ribbed deck arch, fixed. The bridge was primarily built by Kelly-Atkinson Construction Company of Chicago, Illinois. The bridge was primarily designed by James Eads. 38.628930 -90.178890 Washington Avenue (Riverpark Drive) and Railroad (MetroLink) Mississippi River and Various Streets and Railroads St. Louis and East St. Louis St. Louis City, Missouri and St. Clair County, Illinois Missouri and Illinois United States Metal Braced Ribbed Deck Arch Fixed 0 3 Stone Semicircular Deck Arch Fixed 0 84 1874 2015 Kelly-Atkinson Construction Company of Chicago, Illinois James Eads 10 10 520 158.5 4007 1221.33 46 14.02 https://historicbridges.org/missouri/eads/little_eads_9057_small.jpg https://historicbridges.org/missouri/eads/little_eads_9057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/eads/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.628930,-90.178890
5758 Harahan Bridge Big River Crossing This nationally significant bridge is unique for its location next to two other bridges and for its former highway deck converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 790.4 ft (240.91 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. 35.129090 -90.075680 Railroad (Union Pacific) and Big River Crossing Mississippi River Memphis Shelby County, Tennessee and Crittenden County, Arkansas Tennessee and Arkansas United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 26 Cantilever 4 Metal Inverted Bowstring Pin-Connected Deck Truss Fixed 10 0 1916 2016 Pennsylvania Steel Company of Steelton, Pennsylvania Ralph Modjeski 9 9 790.4 240.91 4973 1515.77 0 0 https://historicbridges.org/tennessee/harahanbridge/little_harahanbridge_2181_2_3bal_small.jpg https://historicbridges.org/tennessee/harahanbridge/little_harahanbridge_2181_2_3bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/harahanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.129090,-90.075680
5759 ! Memphis and Arkansas Bridge This is the newest of a unique trio of historic cantilever truss bridges that are located side by side. The technical description of the main or most noteworthy span of the bridge is a 790.4 ft (240.91 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by Modjeski and Masters. 35.128170 -90.076750 I-55 Mississippi River Memphis Shelby County, Tennessee and Crittenden County, Arkansas Tennessee and Arkansas United States Metal Warren Rivet-Connected Through Truss Fixed 22 Cantilever 5 Metal Deck Girder Fixed 0 27 1949 0 Virginia Bridge and Iron Company of Roanoke, Virginia Modjeski and Masters 8 8 790.4 240.91 5222.4 1591.79 51.8 15.79 https://historicbridges.org/tennessee/memphisandarkansasbridge/little_memphisandarkansasbridge_2937_small.jpg https://historicbridges.org/tennessee/memphisandarkansasbridge/little_memphisandarkansasbridge_2937.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/memphisandarkansasbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.128170,-90.076750
5760 Martin Luther King Bridge Veterans Memorial Bridge This bridge is noted for the length of its central cantilever truss span, and includes a separate approach through truss bridge in Illinois. The technical description of the main or most noteworthy span of the bridge is a 962 ft (293.22 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by J. Howard, Inc. of Chicago, Illinois. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois, George A. Maney, and Charles Alton Ellis. 38.630960 -90.178410 MO-799 S (Historic US-66) Mississippi River and Various Streets and Railroads St. Louis and East St. Louis St. Louis City, Missouri and St. Clair County, Illinois Missouri and Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 24 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 31 1951 1988 J. Howard, Inc. of Chicago, Illinois Hazelet and Erdal of Chicago, Illinois, George A. Maney, and Charles Alton Ellis 8 8 962 293.22 4010 1222.25 38 11.58 https://historicbridges.org/missouri/mlk/little_mlk_8982_small.jpg https://historicbridges.org/missouri/mlk/little_mlk_8982.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mlk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.630960,-90.178410
5761 Cotter Bridge This is the most significant and visually impressive Marsh type rainbow arch bridge ever built, and the most significant historic concrete bridge in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Bateman Contracting Company of Nashville, Tennessee. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 36.267290 -92.544330 US-62B White River and Railroad (Missouri and North Arkansas) Cotter Baxter County, Arkansas and Marion County, Arkansas Arkansas United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 6 Concrete T-Beam Fixed 0 12 1930 2004 Bateman Contracting Company of Nashville, Tennessee Marsh Engineering Company of Des Moines, Iowa 10 10 216 65.84 1805 550.16 24 7.32 https://historicbridges.org/arkansas/cotter/little_cotter_1378_small.jpg https://historicbridges.org/arkansas/cotter/little_cotter_1378.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/cotter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.267290,-92.544330
5763 Tioga Bridge White County Bridge 298 This rare multi-span Whipple truss is one of the finest examples of this bridge type in Indiana. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. The bridge was primarily designed by Craven Smith. 40.731620 -86.754660 Tioga Road Tippecanoe River Monticello Carroll County, Indiana and White County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 15 2 0 0 1890 2011 Wrought Iron Bridge Company of Canton, Ohio Craven Smith 9 9 225 68.58 453 138.07 14.4 4.39 https://historicbridges.org/indiana/tiogabridge/little_tiogabridge_6659_small.jpg https://historicbridges.org/indiana/tiogabridge/little_tiogabridge_6659.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tiogabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.731620,-86.754660
5764 Shawnee Bridge Warren County Bridge 36 This is a large and early rivet-connected highway truss in Indiana with an uncommon truss configuration and attractive ornamentation. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. The bridge was primarily designed by Wilmer H. Gemmer. 40.254800 -87.299650 CR-100 East (CR-200 East) Wabash River Rural Warren County, Indiana and Fountain County, Indiana Indiana United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 5 0 0 1905 1980 Attica Bridge Company of Attica, Indiana Wilmer H. Gemmer 8 9 160 48.77 810 246.89 20.7 6.31 https://historicbridges.org/indiana/shawneebridge/little_shawneebridge_7607_small.jpg https://historicbridges.org/indiana/shawneebridge/little_shawneebridge_7607.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/shawneebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.254800,-87.299650
5765 Big Jim Bridge Montgomery County Bridge 49, Blair Ford Bridge This rare cast and wrought iron bowstring truss bridge is a beautiful centerpiece to this park area. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.827480 -86.186880 Indianapolis Greenways Central Canal Indianapolis Marion County, Indiana Indiana United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 9 1 0 0 1873 0 King Bridge Company of Cleveland, Ohio 9 9 87 26.52 90 27.43 16 4.88 https://historicbridges.org/indiana/bigjimbridge/little_bigjimbridge_1976_small.jpg https://historicbridges.org/indiana/bigjimbridge/little_bigjimbridge_1976.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bigjimbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.827480,-86.186880
5766 Potawatomi Park Bridge Jasper County Bridge 735 This relocated and preserved bridge is one of only a handful of rare Rezner patent bowstring bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Ohio Bridge Company of Cleveland, Ohio. The bridge was primarily designed by William Rezner of Cleveland, Ohio. 40.935530 -87.154300 Pedestrian Walkway Iroquois River Rensselaer Jasper County, Indiana Indiana United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 5 1 0 0 1871 2012 Ohio Bridge Company of Cleveland, Ohio William Rezner of Cleveland, Ohio 9 9 50 15.24 0 0 0 0 https://historicbridges.org/indiana/reznerbowstring/little_reznerbowstring_7181_small.jpg https://historicbridges.org/indiana/reznerbowstring/little_reznerbowstring_7181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/reznerbowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.935530,-87.154300
5767 Business US-31 Bridge Miami County Bridge 159 This is an impressive and attractive example of a state-designed highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 40.742360 -86.096540 Business US-31 (Blue Star Highway) Wabash River Peru Miami County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 9 3 0 0 1939 1988 Unknown Indiana State Highway Commission 6 6 200 60.96 610 185.93 29 8.84 https://historicbridges.org/indiana/peru/little_peru_4895_small.jpg https://historicbridges.org/indiana/peru/little_peru_4895.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/peru/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.742360,-86.096540
5768 Peru Railroad Bridge This attractive riveted railroad bridge was repurposed as a pedestrian crossing. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.742070 -86.095640 Railroad (Nickel Plate Trail Rail-Trail) Wabash River Peru Miami County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 6 3 Metal Deck Girder Fixed 0 4 1940 2012 Unknown 6 6 135 41.15 587 178.92 0 0 https://historicbridges.org/indiana/perurr/little_perurr_4577_small.jpg https://historicbridges.org/indiana/perurr/little_perurr_4577.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/perurr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.742070,-86.095640
5769 Denniston Bridge Miami County Bridge 63 This early and nicely ornamented Pratt truss is one of the finest examples of this once-common type in the area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.814130 -86.156800 CR-440 West Eel River Rural Miami County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1883 0 Massillon Bridge Company of Massillon, Ohio 7 8 120 36.58 243 74.07 17.7 5.39 https://historicbridges.org/indiana/dennistonbridge/little_dennistonbridge_4124_small.jpg https://historicbridges.org/indiana/dennistonbridge/little_dennistonbridge_4124.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dennistonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.814130,-86.156800
5770 Lye Creek Bridge Montgomery County Bridge 57 This is one of the oldest and most impressive examples of a rare bedstead truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.855020 -86.160240 Indianapolis Greenways Central Canal Indianapolis Marion County, Indiana Indiana United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 5 1 0 0 1879 2000 Wrought Iron Bridge Company of Canton, Ohio 9 10 70 21.34 77 23.47 16 4.88 https://historicbridges.org/indiana/lyecreekbridge/little_lyecreekbridge_1610_small.jpg https://historicbridges.org/indiana/lyecreekbridge/little_lyecreekbridge_1610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lyecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.855020,-86.160240
5771 Jewettsport Ford Bridge State Highway Bridge 4016 This bridge is a rare example of a fairly long one-lane truss bridge, and it is also a good example of how such a bridge can serve two-way traffic safely. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. 40.495550 -86.823320 IN-225 Wabash River Near Battle Ground Tippecanoe County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 8 4 0 0 1912 1989 Central States Bridge Company of Indianapolis, Indiana Lafayette Engineering Company of Lafayette, Indiana 7 7 158 48.16 642 195.68 14.4 4.39 https://historicbridges.org/indiana/in225/little_in225_9881_2_3bal_small.jpg https://historicbridges.org/indiana/in225/little_in225_9881_2_3bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in225/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.495550,-86.823320
5772 Butler Bridge Miami County Bridge 54 This is a classic Pratt truss bridge with attractive portal bracing and has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana. 40.904770 -85.965860 CR-950 North Eel River Rural Miami County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1903 1982 Pan American Bridge Company of New Castle, Indiana 7 7 140 42.67 286 87.17 17 5.18 https://historicbridges.org/indiana/butlerbridge/little_butlerbridge_3692_small.jpg https://historicbridges.org/indiana/butlerbridge/little_butlerbridge_3692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/butlerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.904770,-85.965860
5773 Bachelor Run Bridge Carroll County Bridge 153 This is a very small and unusual skewed pony truss bridge with very lightweight truss members. The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.510560 -86.444180 CR-250 S Bachelor Run Rural Carroll County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1910 0 Unknown 6 6 20.3 6.19 25 7.62 15.4 4.69 https://historicbridges.org/indiana/bachelorrunbridge/little_bachelorrunbridge_1340_small.jpg https://historicbridges.org/indiana/bachelorrunbridge/little_bachelorrunbridge_1340.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bachelorrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.510560,-86.444180
5775 IN-75 Bridge Cutler Bridge, State Highway Bridge 3653 This is a well-preserved example of a state highway Parker truss in Indiana noted for its arched portal bracing. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by R. L. Schutt of Indianapolis, Indiana. 40.481860 -86.530070 IN-75 Wildcat Creek Rural Carroll County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 1 1948 2001 R. L. Schutt of Indianapolis, Indiana 7 7 175 53.34 240 73.15 28 8.53 https://historicbridges.org/indiana/in75/little_in75_1268_small.jpg https://historicbridges.org/indiana/in75/little_in75_1268.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in75/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.481860,-86.530070
5776 High Bridge Warren County Bridge 45 This very unusual high level highway half-deck or railing height truss bridge has been nicely preserved. The technical description of the main or most noteworthy span of the bridge is a 129.6 ft (39.5 m) metal rivet-connected Pratt railing height truss, fixed. The bridge was primarily built by E. G. Jarrell of Muncie, Indiana. The bridge was primarily designed by Otus K. Albright. 40.380900 -87.124190 CR-450 North Little Pine Creek Rural Warren County, Indiana Indiana United States Metal Pratt Rivet-Connected Railing Height Truss Fixed 8 4 0 0 1927 2009 E. G. Jarrell of Muncie, Indiana Otus K. Albright 8 8 129.6 39.5 432 131.67 18 5.49 https://historicbridges.org/indiana/highbridgewarren/little_highbridgewarren_9572_3_4bal_small.jpg https://historicbridges.org/indiana/highbridgewarren/little_highbridgewarren_9572_3_4bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/highbridgewarren/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.380900,-87.124190
5777 Xenia Bridge Carroll County Bridge 25 This riveted truss bridge was relocated here many decades ago. The technical description of the main or most noteworthy span of the bridge is a 144.7 ft (44.1 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by E. R. Campbell of Sandborn, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.473100 -86.587510 Prince William Road Wildcat Creek Rural Carroll County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1931 2006 E. R. Campbell of Sandborn, Indiana Indiana State Highway Commission 6 6 144.7 44.1 155 47.24 21.7 6.61 https://historicbridges.org/indiana/princewilliamroad/little_princewilliamroad_0647_small.jpg https://historicbridges.org/indiana/princewilliamroad/little_princewilliamroad_0647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/princewilliamroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.473100,-86.587510
5778 Carrollton Bridge Carroll County Bridge 132 This large example of a Luten arch bridge was widened and rehabilitated in a sensitive manner. The technical description of the main or most noteworthy span of the bridge is a 94 ft (28.65 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 40.648640 -86.657090 Carrollton Road Wabash River Rural Carroll County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 6 0 0 1927 2007 National Concrete Company of Indianapolis, Indiana Daniel Luten 7 7 94 28.65 615 187.45 24 7.32 https://historicbridges.org/indiana/carrolltonbridge/little_carrolltonbridge_6224_5_6vib_small.jpg https://historicbridges.org/indiana/carrolltonbridge/little_carrolltonbridge_6224_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/carrolltonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.648640,-86.657090
5779 Opossum Hollow Bridge Fountain County Bridge 149 This is a very unusual two-rib closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 40.316320 -87.151630 CR 1300-North Opossum Hollow Rural Fountain County, Indiana Indiana United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 1 0 0 1915 0 Unknown 7 7 42 12.8 66 20.12 15.4 4.69 https://historicbridges.org/indiana/opossumhollowbridge/little_opossumhollowbridge_9233_4_5vib_small.jpg https://historicbridges.org/indiana/opossumhollowbridge/little_opossumhollowbridge_9233_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/opossumhollowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.316320,-87.151630
5780 Lockport Bridge Carroll County Bridge 142 This is a large and good example of a concrete curved t-beam bridge also noted for its Art Deco inspired architecture. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. 40.693540 -86.570860 CR-250 West Wabash River Rural Carroll County, Indiana Indiana United States Concrete Curved T-Beam Fixed 0 Continuous 8 0 0 1938 2003 Unknown 5 6 95 28.96 634.9 193.52 23.6 7.19 https://historicbridges.org/indiana/lockportbridge/little_lockportbridge_6464_5_6vib_small.jpg https://historicbridges.org/indiana/lockportbridge/little_lockportbridge_6464_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lockportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.693540,-86.570860
5781 Davis Ferry Bridge Tippecanoe County Bridge 119 This multi-span through truss bridge was bypassed but left open for pedestrians in an unimproved condition. The technical description of the main or most noteworthy span of the bridge is a 177.7 ft (54.16 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Lafayette Engineering Company of Lafayette, Indiana. 40.476180 -86.870680 Davis Ferry Road Wabash River Lafayette Tippecanoe County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 9 3 0 0 1912 0 American Bridge Company of New York, New York Lafayette Engineering Company of Lafayette, Indiana 7 7 177.7 54.16 540.7 164.81 16 4.88 https://historicbridges.org/indiana/davisferry/little_davisferry_9677_8_9bal_small.jpg https://historicbridges.org/indiana/davisferry/little_davisferry_9677_8_9bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/davisferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.476180,-86.870680
5782 High Banks Bridge Delaware County Bridge 130 This classic Camelback through truss bridge has been rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 40.149160 -85.552950 CR-300 South White River Rural Delaware County, Indiana Indiana United States Metal Camelback Pin-Connected Through Truss Fixed 11 1 0 0 1902 2009 Indiana Bridge Company of Muncie, Indiana 7 8 200 60.96 203.8 62.12 15 4.57 https://historicbridges.org/indiana/highbanksbridge/little_highbanksbridge_3185_6_7vib_small.jpg https://historicbridges.org/indiana/highbanksbridge/little_highbanksbridge_3185_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/highbanksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.149160,-85.552950
5783 Priest Ford Bridge This bridge was bypassed and abandoned many years ago, but remains standing and visible. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. Special note about bridge location: This bridge is described as private property. It can be seen from the new public bridge however. 40.165980 -85.530030 CR-750 West White River Delaware County Bridge 131 Delaware County, Indiana Indiana United States This bridge is described as private property. It can be seen from the new public bridge however. Metal Camelback Pin-Connected Through Truss Fixed 11 1 Metal Stringer (Multi-Beam) Fixed 0 2 1897 1974 Indiana Bridge Company of Muncie, Indiana 7 8 200 60.96 259 78.94 15.2 4.63 https://historicbridges.org/indiana/priestfordbridge/little_priestfordbridge_3485_6_7bal_small.jpg https://historicbridges.org/indiana/priestfordbridge/little_priestfordbridge_3485_6_7bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/priestfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.165980,-85.530030
5784 Yorktown Park Bridge Mahalasville Bridge, Morgan County Bridge 28 This riveted pony truss span was relocated and preserved here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 40.175170 -85.494080 Pedestrian Walkway Buck Creek Yorktown Delaware County, Indiana Indiana United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1927 2005 Vincennes Bridge Company of Vincennes, Indiana 5 6 90 27.43 90 27.43 12 3.66 https://historicbridges.org/indiana/yorktownparkbridge/little_yorktownparkbridge_3533_small.jpg https://historicbridges.org/indiana/yorktownparkbridge/little_yorktownparkbridge_3533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/yorktownparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.175170,-85.494080
5785 Davis Ferry Railroad Bridge This railroad truss bridge is noted for its uncommon double-Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 40.475660 -86.867170 Railroad (CSX) Wabash River Lafayette Tippecanoe County, Indiana Indiana United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 2 Metal Through Girder Fixed 0 4 0 0 Unknown 7 8 160 48.77 635 193.55 0 0 https://historicbridges.org/indiana/davisferryrr/little_davisferryrr_9596_7_8vib_small.jpg https://historicbridges.org/indiana/davisferryrr/little_davisferryrr_9596_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/davisferryrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.475660,-86.867170
5786 Hays Bridge Hancock County Bridge 17 This bridge is a later example of a bridge built by the Columbia Bridge Works, and lacks the unusual details found on earlier bridges built by the company. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbia Bridge Works of Dayton, Ohio. The bridge was primarily designed by Winfield Fries. 39.924330 -85.677810 CR-675 East Sugar Creek Rural Hancock County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1887 2006 Columbia Bridge Works of Dayton, Ohio Winfield Fries 7 7 90 27.43 92 28.04 13.8 4.21 https://historicbridges.org/indiana/haysbridge/little_haysbridge_2843_small.jpg https://historicbridges.org/indiana/haysbridge/little_haysbridge_2843.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/haysbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.924330,-85.677810
5787 O'Neal Bridge Boone County Bridge 207 This classic Pratt truss bridge has an unusual portal and strut design giving it a unique appearance. The technical description of the main or most noteworthy span of the bridge is a 112.5 ft (34.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 39.981300 -86.272750 Holliday Drive Big Eagle Creek Rural Boone County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1892 2009 Lafayette Bridge Company of Lafayette, Indiana 7 7 112.5 34.29 114 34.75 15.7 4.79 https://historicbridges.org/indiana/onealbridge/little_onealbridge_1472_small.jpg https://historicbridges.org/indiana/onealbridge/little_onealbridge_1472.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/onealbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.981300,-86.272750
5788 ! Newport Bridge Blue Bridge With an unusual suspended span design, this beautiful cantilever truss bridge was not preserved despite its rarity in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by List and Weatherly Construction Company of Kansas City, Missouri. The bridge was primarily designed by Ira G. Hedrick of Hot Springs, Arkansas. 35.605910 -91.288740 AR-367 (Old US-67) White River and Railroad Newport Jackson County, Arkansas Arkansas United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 3 Concrete T-Beam Fixed 0 43 1930 0 List and Weatherly Construction Company of Kansas City, Missouri Ira G. Hedrick of Hot Springs, Arkansas 8 9 400 121.92 2831 862.89 24 7.32 https://historicbridges.org/arkansas/newport/little_newport_9502_small.jpg https://historicbridges.org/arkansas/newport/little_newport_9502.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/newport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.605910,-91.288740
5789 Clarendon Railroad Bridge This traditional railroad swing bridge continues to carry railroad traffic and is noted for the length of its swing span. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 34.685700 -91.316060 Railroad (Union Pacific) White River Clarendon Monroe County, Arkansas Arkansas United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Warren Rivet-Connected Through Truss Fixed 6 0 1935 0 Virginia Bridge and Iron Company of Roanoke, Virginia 7 7 350 106.68 630 192.02 0 0 https://historicbridges.org/arkansas/clarendonrailroad/little_clarendonrailroad_9397_small.jpg https://historicbridges.org/arkansas/clarendonrailroad/little_clarendonrailroad_9397.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/clarendonrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.685700,-91.316060
5790 Cotter Railroad Bridge This bridge is unusual because it is fairly high above normal water level for a swing bridge. The technical description of the main or most noteworthy span of the bridge is a 285 ft (86.87 m) metal rivet-connected Pratt through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 36.269120 -92.543180 Railroad (Missouri and Northern Arkansas) White River Cotter Baxter County, Arkansas and Marion County, Arkansas Arkansas United States Metal Pratt Rivet-Connected Through Truss Fixed Rim Bearing Center Pier 0 1 0 0 1905 0 Unknown 7 7 285 86.87 1085 330.71 0 0 https://historicbridges.org/arkansas/cotterrailroad/little_cotter_1345_6_7bal_small.jpg https://historicbridges.org/arkansas/cotterrailroad/little_cotterrailroad_1711.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/cotterrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.269120,-92.543180
5791 L MacArthur Bridge St. Louis Municipal Bridge Even with most of the highway portion of this combined use double-deck bridge removed, the remaining bridge is one of the most complex bridges around. The technical description of the main or most noteworthy span of the bridge is a 668 ft (203.61 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Boller, Hodge, and Baird of New York, New York. Special note about bridge location: Additional Coordinates: Mississippi River Spans: 38.61477, -90.18391 Half-Through Truss Span: 38.61212, -90.17379 Railroad Pennsylvania Truss Span: 38.60988, -90.16562 Highway Pennsylvania Truss Span: 38.61347, -90.16617 Broadway Trusses: 38.61767, -90.19324 38.614770 -90.183910 Railroad (Terminal Railroad Association of St. Louis) Mississippi River and Various Streets and Railroads St. Louis and East St. Louis St. Louis City, Missouri and St. Clair County, Illinois Missouri and Illinois United States Additional Coordinates: Mississippi River Spans: 38.61477, -90.18391 Half-Through Truss Span: 38.61212, -90.17379 Railroad Pennsylvania Truss Span: 38.60988, -90.16562 Highway Pennsylvania Truss Span: 38.61347, -90.16617 Broadway Trusses: 38.61767, -90.19324 Metal Pennsylvania Pin-Connected Through Truss Fixed 18 3 Metal Deck Girder Fixed 0 0 1917 0 American Bridge Company of New York, New York Boller, Hodge, and Baird of New York, New York 9 10 668 203.61 13300 4053.84 30 9.14 https://historicbridges.org/missouri/macarthurbridge/little_macarthurbridge_9120_small.jpg https://historicbridges.org/missouri/macarthurbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/macarthurbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.614770,-90.183910
5792 Hufford's Ford Bridge Angel Hill Golf Course Bridge, Carroll County Bridge 16 This bridge and the road it served have been converted into a golf course path. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by James M. Peirce. Special note about bridge location: Approach this bridge from the south and west. The north approach is not open to the public. 40.431520 -86.599770 CR-400 West (Golf Course Path) Middle Fork Wildcat Creek Rural Carroll County, Indiana and Clinton County, Indiana Indiana United States Approach this bridge from the south and west. The north approach is not open to the public. Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1901 0 James M. Peirce 7 7 75 22.86 83 25.3 15.7 4.79 https://historicbridges.org/indiana/angelhillgolfcourse/little_angelhillgolfcourse_0602_small.jpg https://historicbridges.org/indiana/angelhillgolfcourse/little_angelhillgolfcourse_0602.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/angelhillgolfcourse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.431520,-86.599770
5793 Logansport Railroad Bridge This is a traditional example of a railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 40.746510 -86.386970 Railroad (Winamac Southern) Wabash River Logansport Cass County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 6 5 0 0 1916 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 6 7 116 35.36 582 177.39 0 0 https://historicbridges.org/indiana/logansport/little_logansport_5372_small.jpg https://historicbridges.org/indiana/logansport/little_logansport_5372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/logansport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.746510,-86.386970
5794 Wilson's Bridge Carroll County Bridge 121 This is a traditionally composed example of a pin-connected Pratt through truss, built by a noteworthy in-state builder. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 40.590520 -86.621550 CR-300 North Deer Creek Rural Carroll County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1898 2007 Lafayette Bridge Company of Lafayette, Indiana 7 7 114 34.75 122 37.19 14.8 4.51 https://historicbridges.org/indiana/wilsonsbridge/little_wilsonsbridge_6191_small.jpg https://historicbridges.org/indiana/wilsonsbridge/little_wilsonsbridge_6191.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wilsonsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.590520,-86.621550
5795 Middle Fork Wildcat Creek Driveway Bridge This early rivet-connected truss bridge was built by a company that has few surviving spans today. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Chicago Bridge Company of Chicago, Illinois. Special note about bridge location: This bridge is on a private drive, but is next to a public road. 40.445930 -86.556790 Private Drive Middle Fork Wildcat Creek Rural Carroll County, Indiana Indiana United States This bridge is on a private drive, but is next to a public road. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1894 0 Chicago Bridge Company of Chicago, Illinois 7 7 0 0 0 0 0 0 https://historicbridges.org/indiana/carrollcountyprivate/little_carrollcountyprivate_0869_70_71bal_small.jpg https://historicbridges.org/indiana/carrollcountyprivate/little_carrollcountyprivate_0869_70_71bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/carrollcountyprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.445930,-86.556790
5796 Big Pine Creek Bridge Warren County Bridge 92 This may the last surviving example of a bridge known to have been built by the Wabash Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 96.5 ft (29.41 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wabash Bridge and Iron Works of Wabash, Indiana. The bridge was primarily designed by Wilmer H. Gemmer. 40.465250 -87.235340 CR-450 East Big Pine Creek Rural Warren County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1896 2002 Wabash Bridge and Iron Works of Wabash, Indiana Wilmer H. Gemmer 7 7 96.5 29.41 103.4 31.52 13.8 4.21 https://historicbridges.org/indiana/cr450bigpinecreek/little_cr450bigpinecreek_7376_small.jpg https://historicbridges.org/indiana/cr450bigpinecreek/little_cr450bigpinecreek_7376.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr450bigpinecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.465250,-87.235340
5797 CR-100 Coal Creek Bridge Fountain County Bridge 131 This very old Pratt truss bridge is a relocated span from a former seven span bridge that was in Attica, Indiana. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 40.142510 -87.250010 CR-100 North Coal Creek Rural Fountain County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1886 1924 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 7 7 128 39.01 134 40.84 17.7 5.39 https://historicbridges.org/indiana/cr100coalcreek/little_cr100coalcreek_8321_small.jpg https://historicbridges.org/indiana/cr100coalcreek/little_cr100coalcreek_8321.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr100coalcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.142510,-87.250010
5798 Hushaw Bridge Fountain County Bridge 143 This very old Pratt truss bridge is a relocated span from a former seven span bridge that was in Attica, Indiana. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 40.251940 -87.205420 CR-300 East Big Shawnee Creek Rural Fountain County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1886 1924 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 7 7 133 40.54 134 40.84 17.7 5.39 https://historicbridges.org/indiana/hushawbridge/little_hushawbridge_8777_8_9vib_small.jpg https://historicbridges.org/indiana/hushawbridge/little_hushawbridge_8777_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hushawbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.251940,-87.205420
5799 McKinley Bridge This massive truss bridge is an early surviving example of work by a master engineer and also is noted for the length of its simple truss spans. The technical description of the main or most noteworthy span of the bridge is a 517.5 ft (157.73 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Ralph Modjeski. 38.665030 -90.183000 Salisbury Street Mississippi River St. Louis and Venice St. Louis City, Missouri and Madison County, Illinois Missouri and Illinois United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 18 3 Metal Stringer (Multi-Beam) Fixed 0 31 1910 2005 Pennsylvania Steel Company of Steelton, Pennsylvania Ralph Modjeski 9 9 517.5 157.73 5733.5 1747.57 24 7.32 https://historicbridges.org/missouri/mckinleybridge/little_mckinleybridge_7791_small.jpg https://historicbridges.org/missouri/mckinleybridge/little_mckinleybridge_7791.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mckinleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.665030,-90.183000
5801 George Rogers Clark Memorial Bridge 2nd Street Bridge This landmark work of a famous engineering firm consists of two identical cantilever truss bridge units. The technical description of the main or most noteworthy span of the bridge is a 820 ft (249.94 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. 38.264140 -85.751460 US-31 (2nd Street) Ohio River and Various Streets Louisville and Jeffersonville Jefferson County, Kentucky and Clark County, Indiana Kentucky and Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 22 Cantilever 6 Metal Warren Rivet-Connected Through Truss Fixed 10 32 1929 1958 American Bridge Company of New York, New York Modjeski and Masters 9 9 820 249.94 5366.4 1635.68 38 11.58 https://historicbridges.org/kentucky/clarkmemorialbridge/little_clarkmemorialbridge_7413_small.jpg https://historicbridges.org/kentucky/clarkmemorialbridge/little_clarkmemorialbridge_7413.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/clarkmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.264140,-85.751460
5802 Big Four Bridge After years of abandonment, this large railroad bridge was converted into a functional, busy pedestrian crossing with beautiful night lighting. The technical description of the main or most noteworthy span of the bridge is a 547 ft (166.73 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 38.265930 -85.739240 Railroad (Rail-Trail) Ohio River Louisville and Jeffersonville Jefferson County, Kentucky and Clark County, Indiana Kentucky and Indiana United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 1 Metal Parker Rivet-Connected Through Truss Fixed 10 5 1929 2012 McClintic-Marshall Company of Pittsburgh, Pennsylvania 8 8 547 166.73 2525 769.62 0 0 https://historicbridges.org/kentucky/bigfour/little_bigfourday_8469_small.jpg https://historicbridges.org/kentucky/bigfour/little_bigfourday_8469.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bigfour/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.265930,-85.739240
5803 Kentucky and Indiana Bridge Featuring former vehicular decks cantilevered from the sides of the trusses with a railroad deck in the middle, this bridge is also noted for its variety of truss designs. The technical description of the main or most noteworthy span of the bridge is a 625 ft (190.5 m) metal multiple-type-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 38.282560 -85.801520 Railroad (Norfolk Southern) Ohio River and Water Street Louisville and New Albany Jefferson County, Kentucky and Floyd County, Indiana Kentucky and Indiana United States Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 18 2 Metal Baltimore Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 0 1912 0 American Bridge Company of New York, New York John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 8 8 625 190.5 2713 826.92 0 0 https://historicbridges.org/kentucky/kentuckyandindianabridge/little_kentuckyandindianabridge_5515_small.jpg https://historicbridges.org/kentucky/kentuckyandindianabridge/little_kentuckyandindianabridge_5515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/kentuckyandindianabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.282560,-85.801520
5804 Falls of the Ohio Bridge 14th Street Bridge This bridge includes a truss span that was the longest simple rivet-connected truss span in the world when completed. The technical description of the main or most noteworthy span of the bridge is a 643.9 ft (196.26 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri. 38.268030 -85.766350 Railroad (Conrail) Ohio River and Riverside Drive Louisville and Jeffersonville Jefferson County, Kentucky and Clark County, Indiana Kentucky and Indiana United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 18 2 Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 21 1919 0 Pennsylvania Steel Company of Steelton, Pennsylvania Waddell and Son of Kansas City, Missouri 8 8 643.9 196.26 5218 1590.45 0 0 https://historicbridges.org/kentucky/fallsoftheohiobridge/little_fallsoftheohiobridge_6891_small.jpg https://historicbridges.org/kentucky/fallsoftheohiobridge/little_fallsoftheohiobridge_6891.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/fallsoftheohiobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.268030,-85.766350
5805 Green’s Mill Bridge Little Niangua Swinging Bridge This bridge is one of only four surviving self-anchored suspension bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa. The bridge was primarily designed by Missouri State Highway Commission. 38.065320 -92.909310 MO-J Little Niangua River Rural Camden County, Missouri Missouri United States Metal Plate Girder Stiffening Wire Cable Suspension Fixed 0 3 Metal Stringer (Multi-Beam) Fixed 0 1 1932 0 Clinton Bridge and Iron Works of Clinton, Iowa Missouri State Highway Commission 9 10 225 68.58 524 159.72 20 6.1 https://historicbridges.org/missouri/littlenianguaswinging/little_littlenianguaswingingbridge_5302_3_4bal_small.jpg https://historicbridges.org/missouri/littlenianguaswinging/little_littlenianguaswingingbridge_5302_3_4bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/littlenianguaswinging/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.065320,-92.909310
5806 Lewisburg Bridge Cass County Bridge 123 This bridge once looked like a bridge beyond repair, but was successfully rehabilitated, making for a great preservation case study. The technical description of the main or most noteworthy span of the bridge is a 96.5 ft (29.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 40.744420 -86.218500 CR-825 East Wabash River Lewisburg Cass County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1913 2008 National Concrete Company of Indianapolis, Indiana Daniel Luten 7 6 96.5 29.41 456 138.99 24 7.32 https://historicbridges.org/indiana/lewisburg/little_lewisburg_5168_small.jpg https://historicbridges.org/indiana/lewisburg/little_lewisburg_5168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lewisburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.744420,-86.218500
5807 Hyman Bridge Cass County Bridge 150 This is a old and outstanding surviving example of a Whipple truss built by the prolific Wrough Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.602840 -86.355570 CR-100 East Deer Creek Rural Cass County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 0 0 1885 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 150 45.72 150 45.72 15.7 4.79 https://historicbridges.org/indiana/deercreek/little_deercreek_5576_small.jpg https://historicbridges.org/indiana/deercreek/little_deercreek_5576.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.602840,-86.355570
5808 Liberty Mills Bridge Wabash County Bridge 165 This is a traditional Pratt through truss bridge and has been closed to traffic but is feasible to preserve. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.038230 -85.738180 1st Street Eel River Rural Wabash County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 7 120 36.58 150 45.72 14.8 4.51 https://historicbridges.org/indiana/libertymills/little_libertymills_3458_59_60vib_small.jpg https://historicbridges.org/indiana/libertymills/little_libertymills_3458_59_60vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/libertymills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.038230,-85.738180
5809 Beulah Bridge Fountain County Bridge 142 This bridge is an excellent example of a bridge built by a noteworthy Indiana bridge builder. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. 40.245070 -87.218330 CR-230 East Big Shawnee Creek Rural Fountain County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1911 0 Attica Bridge Company of Attica, Indiana 7 7 118 35.97 120 36.58 15.7 4.79 https://historicbridges.org/indiana/beulahbridge/little_beulahbridge_8696_7_8vib_small.jpg https://historicbridges.org/indiana/beulahbridge/little_beulahbridge_8696_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beulahbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245070,-87.218330
5810 Lost Bridge Miami County Bridge 28, Eikenberry Bridge Although this bridge overall has the appearance of a riveted truss bridge, the truss connections are actually bolted, making this bridge uncommon for its age. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana. 40.855390 -86.055900 CR-100 East Eel River Rural Miami County, Indiana Indiana United States Metal Pratt Bolt-Connected Through Truss Fixed 7 2 0 0 1920 0 Rochester Bridge Company of Rochester, Indiana 6 6 112 34.14 230 70.1 16 4.88 https://historicbridges.org/indiana/lostbridge2/little_lostbridge_4037_small.jpg https://historicbridges.org/indiana/lostbridge2/little_lostbridge_4037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lostbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.855390,-86.055900
5811 Deer Creek Overflow Bridge Cass County Bridge 151 This abandoned and uncommon Indiana example of a highway plate girder looks like a bridge over a cornfield. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal through girder, fixed. The bridge was primarily built by Clark and Harmon. 40.604460 -86.355540 CR-100 East Toney Ditch (Branch Deer Creek) Rural Cass County, Indiana Indiana United States Metal Through Girder Fixed 0 1 0 0 1925 0 Clark and Harmon 5 5 48 14.63 50 15.24 17.8 5.43 https://historicbridges.org/indiana/deercreekoverflow/little_deercreekoverflow_5450_small.jpg https://historicbridges.org/indiana/deercreekoverflow/little_deercreekoverflow_5450.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekoverflow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.604460,-86.355540
5812 CR-30 Bridge Fountain County Bridge 113 This bridge is noted for its use of bolted connections instead of riveted connections and its association with a noted Indiana bridge builder. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. 40.197630 -87.257200 CR-30 East North Fork Coal Creek Rural Fountain County, Indiana Indiana United States Metal Pratt Bolt-Connected Through Truss Fixed 6 1 0 0 1910 0 Attica Bridge Company of Attica, Indiana 6 6 100 30.48 102 31.09 15.4 4.69 https://historicbridges.org/indiana/cr30coalcreek/little_cr30coalcreek_8135_6_7bal_small.jpg https://historicbridges.org/indiana/cr30coalcreek/little_cr30coalcreek_8135_6_7bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr30coalcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.197630,-87.257200
5813 Meridian Road Bridge Carroll County Bridge 87 First relocated here in 1968, this excellent example of standard riveted pony truss in Indiana was rehabilitated in 2007. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Albert B. Hash of Sandborn, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.601080 -86.525140 Meridian Road Deer Creek Rural Carroll County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1932 2007 Albert B. Hash of Sandborn, Indiana Indiana State Highway Commission 6 6 109 33.22 124 37.8 24 7.32 https://historicbridges.org/indiana/meridianroadbridge/little_meridianroadbridge_5936_small.jpg https://historicbridges.org/indiana/meridianroadbridge/little_meridianroadbridge_5936.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/meridianroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.601080,-86.525140
5814 Narrows Bridge Higden Bridge Although a late example of a cantilever truss bridge, this bridge is a rare example of its type in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 35.563130 -92.194580 AR-16 and AR-92 Little Red River (Greers Ferry Lake) Greers Ferry and Higden Cleburne County, Arkansas Arkansas United States Metal Warren Rivet-Connected Through Truss Fixed 14 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 4 1961 0 Unknown 6 8 350 106.68 1102 335.89 24 7.32 https://historicbridges.org/arkansas/greersferry/little_greersferry_0748_small.jpg https://historicbridges.org/arkansas/greersferry/little_greersferry_0748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/greersferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.563130,-92.194580
5815 Shirley Bridge This former railroad bridge has an unusual combination of pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 153.8 ft (46.88 m) metal multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 35.659460 -92.322090 River Road (CR-125) Middle Fork Little Red River Rural Van Buren County, Arkansas Arkansas United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 4 1908 1978 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 153.8 46.88 339.8 103.57 8.2 2.5 https://historicbridges.org/arkansas/shirley/little_shirley_0895_small.jpg https://historicbridges.org/arkansas/shirley/little_shirley_0895.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/shirley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.659460,-92.322090
5816 Illinois Street Bridge Marion County Bridge 1111 Although its railings have been replaced, this bridge remains an example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 39.855850 -86.159530 Illinois Street Indiana Central Canal (Indianapolis Water Company Canal) Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1920 1946 National Concrete Company of Indianapolis, Indiana Daniel Luten 6 6 61.4 18.71 147 44.81 25.3 7.71 https://historicbridges.org/indiana/illinoiscentral/little_illinoiscentral_1778_small.jpg https://historicbridges.org/indiana/illinoiscentral/little_illinoiscentral_1778.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/illinoiscentral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.855850,-86.159530
5817 Meridian Street Bridge Marion County Bridge 1123 This Luten concrete arch bridge is noted for its heavy skew. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 39.859090 -86.157240 Meridian Street Indiana Central Canal (Indianapolis Water Company Canal) Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 1986 National Concrete Company of Indianapolis, Indiana Daniel Luten 6 6 46 14.02 153 46.63 56 17.07 https://historicbridges.org/indiana/meridiancentral/little_meridiancentral_1907_small.jpg https://historicbridges.org/indiana/meridiancentral/little_meridiancentral_1907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/meridiancentral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.859090,-86.157240
5818 Otter Creek Driveway Bridge This classic steel stringer bridge with lattice railings serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This private driveway bridge is visible from the adjacent public road. 40.999500 -85.851270 Private Drive Otter Creek Rural Wabash County, Indiana Indiana United States This private driveway bridge is visible from the adjacent public road. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/indiana/otterdriveway/little_bonus_3677_small.jpg https://historicbridges.org/indiana/otterdriveway/little_bonus_3677.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/otterdriveway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.999500,-85.851270
5819 IN-218 Bridge Carroll County Bridge 3279 This is a late but unaltered example of state design concrete arch bridge, located on a curve. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by George R. Harvey of Danville, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.608220 -86.527630 IN-218 Paint Creek Rural Carroll County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1940 0 George R. Harvey of Danville, Indiana Indiana State Highway Commission 6 6 65 19.81 127 38.71 28 8.53 https://historicbridges.org/indiana/in218paintcreek/little_in218paintcreek_5822_small.jpg https://historicbridges.org/indiana/in218paintcreek/little_in218paintcreek_5822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in218paintcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.608220,-86.527630
5820 Burnetts Creek Arch Carroll County Bridge 181 (Wabash and Erie Canal Culvert 100) This is the oldest known bridge in Indiana, and was originally an aqueduct for the Wabash and Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 21.7 ft (6.61 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.702150 -86.569300 Towpath Road Burnetts Creek Rural Carroll County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 1 0 0 1840 0 Unknown 7 7 21.7 6.61 41 12.5 25 7.62 https://historicbridges.org/indiana/burnettscreekarch/little_burnettscreekarch_6527_8_9vib_small.jpg https://historicbridges.org/indiana/burnettscreekarch/little_burnettscreekarch_6527_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/burnettscreekarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.702150,-86.569300
5821 CR-1025 Bridge Carroll County Bridge 144 This is a small but uncommon example of a stone arch bridge in this part of Indiana. The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.694990 -86.556720 CR-1025 Little Rock Creek Rural Carroll County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 1 0 0 1903 0 Unknown 7 7 20.3 6.19 43 13.11 19 5.79 https://historicbridges.org/indiana/carrollbridge144/little_carrollbridge144_6497_small.jpg https://historicbridges.org/indiana/carrollbridge144/little_carrollbridge144_6497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/carrollbridge144/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.694990,-86.556720
5822 Woodstock Drive Bridge Oldfields Estate East bridge Structurally, this is a simple steel stringer bridge, but its ornamental details make this reminder of a long-gone railroad past far more interesting. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. 39.828950 -86.183420 Woodstock Drive Railroad (Abandoned Terre Haute, Indianapolis and Eastern Traction Interurban) Indianapolis Marion County, Indiana Indiana United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1908 1991 Central States Bridge Company of Indianapolis, Indiana 4 6 0 0 0 0 0 0 https://historicbridges.org/indiana/arteastbridge/little_arteastbridge_2333_small.jpg https://historicbridges.org/indiana/arteastbridge/little_arteastbridge_2333.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/arteastbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.828950,-86.183420
5823 Indianapolis Museum of Art Ravine Garden Bridge This is a small ornamental concrete arch foot bridge with attractive balustrade railings. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.828020 -86.185600 Pedestrian Walkway Ravine Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/indiana/artravinegardenbridge/little_artravinegardenbridge_2417_8_9bal_small.jpg https://historicbridges.org/indiana/artravinegardenbridge/little_artravinegardenbridge_2417_8_9bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/artravinegardenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.828020,-86.185600
5824 Indianapolis Museum of Art Pedestrian Bridge Although a significant, early example of a Luten design concrete arch bridge, this one was allowed to deteriorate then severely altered. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 39.826830 -86.185060 Pedestrian Walkway Service Road Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1909 1991 National Concrete Company of Indianapolis, Indiana Daniel Luten 6 6 0 0 0 0 0 0 https://historicbridges.org/indiana/artwalkwaybridge/little_artwalkwaybridge_2177_small.jpg https://historicbridges.org/indiana/artwalkwaybridge/little_artwalkwaybridge_2177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/artwalkwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.826830,-86.185060
5825 Fall Creek Railroad Bridge Although spalling significantly, this railroad bridge continues to carry railroad traffic. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.008890 -85.737940 Railroad (CSX) Fall Creek Pendleton Madison County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 6 0 0 1910 0 Unknown 6 6 0 0 285 86.87 0 0 https://historicbridges.org/indiana/huntsvillerr/little_huntsvillerr_2618_small.jpg https://historicbridges.org/indiana/huntsvillerr/little_huntsvillerr_2618.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/huntsvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008890,-85.737940
5826 Huntsville Road Bridge Madison County Bridge 149 This classic riveted truss bridge has been maintained in good condition. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.008000 -85.735410 Huntsville Road (Falls Park Drive) Fall Creek Pendleton Madison County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1952 0 Unknown 5 5 119 36.27 123 37.49 20 6.1 https://historicbridges.org/indiana/huntsvilleroadbridge/little_huntsvilleroadbridge_2699_small.jpg https://historicbridges.org/indiana/huntsvilleroadbridge/little_huntsvilleroadbridge_2699.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/huntsvilleroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.008000,-85.735410
5827 Springfield Bridge Beaverfork Park Bridge, Springfield-Des Arc Bridge Fabricated in 1871 and erected in 1874, this relocated and restored bridge is the oldest and most significant historic bridge in Arkansas. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge was originally located over Caldron Creek here: 35.25270, -92.51271 35.141610 -92.453670 Beaverfork Park Trailway Beaverfork Lake Conway Faulkner County, Arkansas Arkansas United States This bridge was originally located over Caldron Creek here: 35.25270, -92.51271 Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 16 1 Wood Stringer (Multi-Beam) Fixed 0 2 1874 2017 King Bridge Company of Cleveland, Ohio 9 10 146 44.5 186 56.69 12 3.66 https://historicbridges.org/arkansas/springfield/little_0810171857a_hdr_small.jpg https://historicbridges.org/arkansas/springfield/little_0810171857a_hdr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/springfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.141610,-92.453670
5828 Fall Creek Service Road Bridge Pendleton Reformatory Service Road Bridge This bridge has been sitting on the ground in storage at this location awaiting a possible reuse, but even here it attracts visitors. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.998920 -85.756810 None Ground Pendleton Madison County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1884 2007 Massillon Bridge Company of Massillon, Ohio 7 7 99.7 30.39 99.7 30.39 15.7 4.79 https://historicbridges.org/indiana/fallcreekserviceroadbridge/little_fallcreekserviceroadbridge_2513_4_5bal_small.jpg https://historicbridges.org/indiana/fallcreekserviceroadbridge/little_fallcreekserviceroadbridge_2513_4_5bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekserviceroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.998920,-85.756810
5829 CR-600 Bridge Madison County Bridge 170 This abandoned variation of a state standard pony truss has one of the greatest possible skews that is possible for a bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 40.018880 -85.646520 CR-600S Fall Creek Rural Madison County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1916 0 Elkhart Bridge and Iron Company of Elkhart, Indiana Indiana State Highway Commission 6 7 140 42.67 142 43.28 16 4.88 https://historicbridges.org/indiana/cr600fallcreek/little_cr600fallcreek_3134_5_6bal_small.jpg https://historicbridges.org/indiana/cr600fallcreek/little_cr600fallcreek_3134_5_6bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr600fallcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.018880,-85.646520
5830 CR-200 Bridge Fountain County Bridge 105 This is a traditional riveted pony truss bridge in a rural agricultural setting. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 40.216160 -87.224240 CR-200 East (Foster Road) Little Shawnee Creek Rural Fountain County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1935 0 Unknown Indiana State Highway Commission 5 5 60 18.29 63 19.2 20 6.1 https://historicbridges.org/indiana/cr200littleshawnee/little_cr200littleshawnee_8540_1_2vib_small.jpg https://historicbridges.org/indiana/cr200littleshawnee/little_cr200littleshawnee_8540_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cr200littleshawnee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.216160,-87.224240
5832 Warsaw Upper Bridge This is the largest and only preserved example of Joseph Dice's unique primitive but durable suspension bridges. The technical description of the main or most noteworthy span of the bridge is a 510 ft (155.45 m) metal wire cable suspension, fixed. The bridge was primarily built by Joseph A. Dice. 38.244340 -93.387960 Swinging Bridge Road (Old MO-7) Osage River Warsaw Benton County, Missouri Missouri United States Metal Wire Cable Suspension Fixed 0 3 0 0 1928 2007 Joseph A. Dice 8 9 510 155.45 600 182.88 14 4.27 https://historicbridges.org/missouri/warsawupperbridge/little_warsawupperbridge_4789_small.jpg https://historicbridges.org/missouri/warsawupperbridge/little_warsawupperbridge_4789.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/warsawupperbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.244340,-93.387960
5833 Rough Hollow Bridge This is a very long span 19th century pin-connected Pratt truss span. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 37.980740 -93.311610 CR-281 Pomme de Terre River Rural Hickory County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1891 0 Wrought Iron Bridge Company of Canton, Ohio 7 8 180 54.86 257 78.33 13.8 4.21 https://historicbridges.org/missouri/roughhollowbridge/little_roughhollowbridge_4453_small.jpg https://historicbridges.org/missouri/roughhollowbridge/little_roughhollowbridge_4453.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/roughhollowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.980740,-93.311610
5834 ! Red Bridge This is a rare multi-span example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: Despite appearances on maps, the west approach is the easy way to reach this bridge. The road east of this bridge is not well maintained. 36.874940 -93.155750 Red Bridge Road Bull Creek Rural Christian County, Missouri Missouri United States Despite appearances on maps, the west approach is the easy way to reach this bridge. The road east of this bridge is not well maintained. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 3 0 0 1915 2005 Canton Bridge Company of Canton, Ohio 7 7 86 26.21 255 77.72 11.5 3.51 https://historicbridges.org/missouri/redbridge2/little_redbridge_2875_6_7bal_small.jpg https://historicbridges.org/missouri/redbridge2/little_redbridge_3016_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/redbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.874940,-93.155750
5835 ! Hawkins Ford Bridge This is a rare two-span example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 36.974890 -93.327880 Seneca Road Finley Creek Rural Christian County, Missouri Missouri United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 2 0 0 1915 2004 Canton Bridge Company of Canton, Ohio 7 7 80 24.38 161 49.07 11.8 3.6 https://historicbridges.org/missouri/hawkins/little_hawkins_3742_small.jpg https://historicbridges.org/missouri/hawkins/little_hawkins_3742.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hawkins/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.974890,-93.327880
5836 Green Bridge This is a later, but classic example of a pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 37.037160 -93.171110 Smyrna Road Finley Creek Rural Christian County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Deck Girder Fixed 0 5 1912 2004 Canton Bridge Company of Canton, Ohio 7 7 119 36.27 281 85.65 11.8 3.6 https://historicbridges.org/missouri/greenbridge/little_greenbridge_3319_small.jpg https://historicbridges.org/missouri/greenbridge/little_greenbridge_3319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/greenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.037160,-93.171110
5837 Ozark Mill Bridge This rare Baltimore riveted through truss forms an attractive crossing for the City of Ozark, as the only truss bridge located in the city. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Pioneer Construction Company of Malvern, Arkansas. 37.027240 -93.207380 West McCracken Street Finley Creek Ozark Christian County, Missouri Missouri United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 2 0 0 1923 0 Pioneer Construction Company of Malvern, Arkansas 7 7 98 29.87 204 62.18 18 5.49 https://historicbridges.org/missouri/ozarkmill/little_ozarkmill_3478_small.jpg https://historicbridges.org/missouri/ozarkmill/little_ozarkmill_3478.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ozarkmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.027240,-93.207380
5838 AR-7 Harp Creek Bridge A rare example of a Luten arch bridge in Arkansas, this one was built by an in-state contractor. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Little Rock, Arkansas. The bridge was primarily designed by Arkansas State Highway Commission. 36.082730 -93.137250 AR-7 Harp Creek Rural Newton County, Arkansas Arkansas United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 2 1928 0 Luten Bridge Company of Little Rock, Arkansas Arkansas State Highway Commission 6 7 65 19.81 117 35.66 20 6.1 https://historicbridges.org/arkansas/harp/little_harp_2707_8_9fus_small.jpg https://historicbridges.org/arkansas/harp/little_harp_2707_8_9fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/harp/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.082730,-93.137250
5839 ! Jefferson Avenue Footbridge This is an extremely rare cantilever truss footbridge, and an early surviving cantilever truss of any type as well. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by J. W. Hoover of Kansas City, Missouri. 37.230740 -93.289240 Jefferson Avenue (Pedestrian Walkway) Railroad (BNSF) Springfield Greene County, Missouri Missouri United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 3 Metal Queenpost Rivet-Connected Pony Truss Fixed 3 1 1902 2002 American Bridge Company of New York, New York J. W. Hoover of Kansas City, Missouri 9 9 175 53.34 562 171.3 0 0 https://historicbridges.org/missouri/jeffersonstreet/little_jeffersonstreet_3886_small.jpg https://historicbridges.org/missouri/jeffersonstreet/little_jeffersonstreet_3886.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/jeffersonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.230740,-93.289240
5840 Dorman Bridge This is a later but attractive example of a pin-connected Parker through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 37.920330 -93.328740 CR-273 Pomme de Terre River Rural Hickory County, Missouri Missouri United States Metal Parker Pin-Connected Through Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 9 0 0 Unknown 7 7 200 60.96 404 123.14 13.8 4.21 https://historicbridges.org/missouri/dormanbridge/little_dormanbridge_4357_small.jpg https://historicbridges.org/missouri/dormanbridge/little_dormanbridge_4357.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/dormanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.920330,-93.328740
5841 Cedar Bluff Bridge This traditional Pratt through truss carried a road that made a sharp ninety degree turn before crossing the bridge. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: Bridge is closed to traffic, the approach from the east is good. 37.750510 -93.266000 346th Road (198th Road) Lindley Creek Rural Polk County, Missouri Missouri United States Bridge is closed to traffic, the approach from the east is good. Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 2 1911 0 Canton Bridge Company of Canton, Ohio 7 7 117 35.66 159 48.46 11.5 3.51 https://historicbridges.org/missouri/lindleycreek/little_lindleycreek_4042_small.jpg https://historicbridges.org/missouri/lindleycreek/little_lindleycreek_4042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lindleycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.750510,-93.266000
5842 TR-138 South Fork Bridge This impressive bedstead truss bridge stands abandoned with its approach washed away. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.394200 -89.325890 CR-1100 East (TR-138) South Fork Sangamon River Rural Christian County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 0 1937 Unknown 7 7 59 17.98 91 27.74 13 3.96 https://historicbridges.org/illinois/christiantr138/little_christiantr138_6103_small.jpg https://historicbridges.org/illinois/christiantr138/little_christiantr138_6103.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr138/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.394200,-89.325890
5843 CR-2200 East Bridge TR-258 Bridge This small bedstead pony truss has had its legs encased in a concrete abutment. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.422830 -89.118030 CR-2200 East (TR-258) Lake Fork Rural Christian County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1898 0 Unknown 7 7 34 10.36 35 10.67 15.7 4.79 https://historicbridges.org/illinois/christiantr258/little_christiantr258_5425_small.jpg https://historicbridges.org/illinois/christiantr258/little_christiantr258_5425.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr258/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.422830,-89.118030
5844 Buskirk Ford Bridge This short through truss is an extremely rare surviving bridge by the Morse Bridge Company, a builder known for unique and decorative details. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 39.928110 -91.030520 2500th Street (TR-416) McKee Creek Rural Adams County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 1 1885 0 Morse Bridge Company of Youngstown, Ohio 8 9 72 21.95 91 27.74 13.8 4.21 https://historicbridges.org/illinois/buskirkfordbridge/little_buskirkfordbridge_1976_7_8v_small.jpg https://historicbridges.org/illinois/buskirkfordbridge/little_buskirkfordbridge_1976_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/buskirkfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.928110,-91.030520
5845 Spengler Bridge This is a very rare example of a bridge built by the Morse Bridge Company, which was known for their variety of designs and ornamental details. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Morse Bridge Company of Youngstown, Ohio. 42.430840 -73.598860 Spangler Road Kinderhook Creek Rural Columbia County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1880 0 Morse Bridge Company of Youngstown, Ohio 8 9 140 42.67 148 45.11 14.8 4.51 https://historicbridges.org/newyork/spengler/little_spangler_002_small.jpg https://historicbridges.org/newyork/spengler/little_spangler_002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spengler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.430840,-73.598860
5846 River Road Bridge Bridge E-28 This remarkable bridge consists of a cantilever structure where a through truss bears on an unusual plate girder cantilever at one end. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal cantilever rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 42.995000 -74.738330 River Road (CR-65) Barge Canal Rural Montgomery County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 Cantilever 1 Metal Deck Girder Fixed 0 Cantilever 4 1910 1948 Penn Bridge Company of Beaver Falls, Pennsylvania 9 9 200 60.96 359 109.42 15 4.57 https://historicbridges.org/newyork/cr65/little_cr65_164_small.jpg https://historicbridges.org/newyork/cr65/little_cr65_164.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr65/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.995000,-74.738330
5847 CR-2475 North Bridge TR-53 Buckhart Creek Bridge Although abandoned, this remains an excellent and unaltered example of a bedstead pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 39.709810 -89.327920 CR-2475 North (TR-53) Buckhart Creek Rural Christian County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 0 0 Lafayette Bridge Company of Lafayette, Indiana 8 8 60 18.29 61 18.59 13.5 4.11 https://historicbridges.org/illinois/christian_tr53/little_christian_tr53_9403_4_5f_small.jpg https://historicbridges.org/illinois/christian_tr53/little_christian_tr53_9403_4_5f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christian_tr53/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.709810,-89.327920
5848 CR-2200 East Bridge TR-264 Flat Branch Bridge This rivet-connected bedstead pony truss has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal rivet-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.608730 -89.119290 CR-2200 East (TR-264) Flat Branch Rural Christian County, Illinois Illinois United States Metal Pratt Rivet-Connected Bedstead Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 7 68 20.73 100 30.48 13 3.96 https://historicbridges.org/illinois/christian_tr264/little_christian_tr264_9547_small.jpg https://historicbridges.org/illinois/christian_tr264/little_christian_tr264_9547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christian_tr264/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.608730,-89.119290
5849 CR-1800 North Bridge TR-121 Big George Branch Bridge This is a small but rare example of a riveted Warren bedstead truss bridge. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.610840 -89.054300 CR-1800 North (TR-121) Big George Branch Rural Christian County, Illinois Illinois United States Metal Warren Rivet-Connected Bedstead Pony Truss Fixed 3 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 7 39 11.89 82 24.99 14 4.27 https://historicbridges.org/illinois/christian_tr121/little_christian_tr121_9628_small.jpg https://historicbridges.org/illinois/christian_tr121/little_christian_tr121_9628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christian_tr121/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.610840,-89.054300
5850 CR-450 North Bridge TR-297 Prairie Fork Bridge This bedstead pony truss remains in decent condition despite flooding, with one huge exception being one of the endposts has broken. The technical description of the main or most noteworthy span of the bridge is a 61.4 ft (18.71 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.414390 -89.491150 CR-450 North (TR-297) Prairie Fork Rural Christian County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 61.4 18.71 62 18.9 13.8 4.21 https://historicbridges.org/illinois/christiantr297/little_christiantr297_6475_small.jpg https://historicbridges.org/illinois/christiantr297/little_christiantr297_6475.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr297/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.414390,-89.491150
5851 CR-150 South Fork Bridge #1 TR-343 South Fork Bridge #1 Despite legs being encased in concrete, this is an excellent and rare example of a rivet-connected and Warren truss bedstead. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.371010 -89.313830 CR-150 North (TR-343) South Fork Sangamon River Rural Christian County, Illinois Illinois United States Metal Warren Rivet-Connected Bedstead Pony Truss Fixed 3 1 0 0 0 0 Unknown 8 8 50 15.24 51 15.54 13.8 4.21 https://historicbridges.org/illinois/christiantr343a/little_christiantr343a_5968_small.jpg https://historicbridges.org/illinois/christiantr343a/little_christiantr343a_5968.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr343a/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.371010,-89.313830
5852 TR-343 South Fork Bridge #2 CR-150 South Fork Bridge #2 Despite legs being partially encased in concrete, this is an excellent and rare example of a rivet-connected and Warren truss bedstead. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.370890 -89.307640 CR-150 North (TR-343) South Fork Sangamon River Rural Christian County, Illinois Illinois United States Metal Warren Rivet-Connected Bedstead Pony Truss Fixed 3 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 8 8 49 14.94 80 24.38 13.5 4.11 https://historicbridges.org/illinois/christiantr343b/little_christiantr343b_5692_small.jpg https://historicbridges.org/illinois/christiantr343b/little_christiantr343b_5692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/christiantr343b/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.370890,-89.307640
5853 Satterlee Hollow Road Bridge Berlin Bridge Featuring a true curve to its top chord, this riveted truss bridge may be unique in the United States with its European style bowstring appearance. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 42.701980 -73.374700 Satterlee Hollow Road Little Hoosick River Rural (Near Berlin) Rensselaer County, New York New York United States Metal Bowstring Rivet-Connected Pony Truss Fixed 0 1 0 0 0 1940 Unknown 9 9 52.8 16.09 52.8 16.09 16 4.88 https://historicbridges.org/newyork/berlinbridge/little_berlinbr12_small.jpg https://historicbridges.org/newyork/berlinbridge/little_berlinbr12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/berlinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.701980,-73.374700
5856 CR-575 North Bridge TR-317 Becks Creek Bridge Although closed, this remains a good example of a rare rivet-connected bedstead truss bridge. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal rivet-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.299190 -89.003620 CR-575 North (TR-317) Becks Creek Rural Shelby County, Illinois Illinois United States Metal Pratt Rivet-Connected Bedstead Pony Truss Fixed 4 1 0 0 1909 0 Unknown 7 7 59.4 18.11 60 18.29 13.8 4.21 https://historicbridges.org/illinois/shelbytr317/little_shelbytr317_5293_small.jpg https://historicbridges.org/illinois/shelbytr317/little_shelbytr317_5293.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shelbytr317/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.299190,-89.003620
5857 CR-375 North Bridge TR-373 Becks Creek Bridge This is an abandoned but outstanding example of a bedstead truss bridge, due to its intact and unaltered legs. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.266330 -89.006610 CR-375 North (TR-373) Becks Creek Rural Shelby County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 1899 1991 Unknown 8 8 65 19.81 65 19.81 13.5 4.11 https://historicbridges.org/illinois/shelbytr373/little_shelbytr373_5056_small.jpg https://historicbridges.org/illinois/shelbytr373/little_shelbytr373_5056.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shelbytr373/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.266330,-89.006610
5858 Vachel Lindsay Bridge This is one of the largest examples in the country of an extremely rare bridge type, a cantilevered concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Burns and McDonnell of Kansas City, Missouri. 39.726890 -89.594980 Long Bay Drive Lake Springfield Springfield Sangamon County, Illinois Illinois United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 Cantilever 11 Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 10 1933 0 Unknown Burns and McDonnell of Kansas City, Missouri 8 9 100 30.48 1398 426.11 22 6.71 https://historicbridges.org/illinois/vachellindsay/little_vachellindsay_6559_small.jpg https://historicbridges.org/illinois/vachellindsay/little_vachellindsay_6559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/vachellindsay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.726890,-89.594980
5959 35th Street Bridge This is an ancient and rare railroad Whipple truss that long ago was relocated here to serve as a highway overpass. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 40.618320 -91.357970 35th Street Railroad (BNSF) (Fort Madison Yard) Fort Madison Lee County, Iowa Iowa United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 Metal Through Girder Fixed 0 0 1888 1934 Unknown 8 8 255 77.72 615 187.45 0 0 https://historicbridges.org/iowa/35thstreet/little_35thstreet_9721_2_3b_small.jpg https://historicbridges.org/iowa/35thstreet/little_35thstreet_9721_2_3b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/35thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.618320,-91.357970
5960 ! Cascade Bridge This is a rare example of a high level style pin-connected Baltimore deck truss. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. The bridge was primarily designed by Boynton and Warriner of Cedar Rapids, Iowa. 40.781780 -91.098620 South Main Street Cascade Ravine Burlington Des Moines County, Iowa Iowa United States Metal Baltimore Pin-Connected Deck Truss Fixed 12 1 Metal Pratt Pin-Connected Deck Truss Fixed 0 3 1896 1960 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin Boynton and Warriner of Cedar Rapids, Iowa 8 8 204 62.18 464 141.43 30 9.14 https://historicbridges.org/iowa/cascadebridge/little_cascadebridge_0325_6_7b_small.jpg https://historicbridges.org/iowa/cascadebridge/little_cascadebridge_0325_6_7b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/cascadebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.781780,-91.098620
5961 Bolivia Road Bridge Lanesville Bridge This bridge is noted for its use of ornamentation, which was unusual for bridges in rural locations. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by J. T. Garrett of St. Louis, Missouri. 39.767410 -89.345490 Bolivia Road (CR-1000 East, TR-518) Sangamon River Rural Sangamon County, Illinois and Christian County, Illinois Illinois United States Metal Parker Pin-Connected Through Truss Fixed 10 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 20 1901 0 J. T. Garrett of St. Louis, Missouri 7 8 180 54.86 622 189.59 15 4.57 https://historicbridges.org/illinois/boliviaroadbridge/little_boliviaroadbridge_9050_1_2v_small.jpg https://historicbridges.org/illinois/boliviaroadbridge/little_boliviaroadbridge_9050_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/boliviaroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.767410,-89.345490
5962 Hazen Bridge Newcomb Bridge This bridge is unique and highly significant for its substructure consisting of cast iron bents. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal (cast iron) pin-connected Pratt through truss, fixed. The bridge was primarily built by Seevers Manufacturing Company of Oskaloosa, Iowa. 40.252730 -88.383580 CR-2600 North (TR-85) Sangamon River Rural Champaign County, Illinois Illinois United States Metal (Cast Iron) Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 14 1893 0 Seevers Manufacturing Company of Oskaloosa, Iowa 9 9 120 36.58 359 109.42 13.5 4.11 https://historicbridges.org/illinois/hazen/little_hazen_8063_small.jpg https://historicbridges.org/illinois/hazen/little_hazen_8063.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hazen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.252730,-88.383580
5963 Phoenix Bridge Ball Park Road Bridge This is one of the finest Phoenix column truss bridges in the country, and also has an unusual riveted Warren deck truss span as well. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 37.649080 -79.831050 Ball Park Road (VA-685) Craig Creek Rural Botetourt County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Warren (No Verticals) Rivet-Connected Deck Truss Fixed 0 1 1887 1963 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 152 46.33 267 81.38 11.5 3.51 https://historicbridges.org/virginia/phoenixbridge/little_phoenixbridge_1013_4_5vibra_small.jpg https://historicbridges.org/virginia/phoenixbridge/little_phoenixbridge_1013_4_5vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/phoenixbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.649080,-79.831050
5964 Linville Creek Bridge One of the last surviving examples of a bridge with the rare Thacher truss configuration, this bypassed bridge also has unique cast iron details. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Thacher through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 38.606190 -78.803180 VA-1421 (Old Alignment) Linville Creek Broadway Rockingham County, Virginia Virginia United States Metal Thacher Pin-Connected Through Truss Fixed 8 1 0 0 1898 0 Wrought Iron Bridge Company of Canton, Ohio 9 10 136 41.45 136 41.45 10.8 3.29 https://historicbridges.org/virginia/linvillecreekbridge/little_linvillecreekbridge_4516_small.jpg https://historicbridges.org/virginia/linvillecreekbridge/little_linvillecreekbridge_4516.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/linvillecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.606190,-78.803180
5965 皋唐三路桥 (Gaotang 3rd Road Bridge) This extremely rare concrete truss bridge has been rehabilitated and continues to carry local traffic next to a newer bridge. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) concrete Howe through truss, fixed. The bridge was primarily built by Unknown. 30.284262 120.205235 Gaotang 3rd Road (皋唐三路) Grand Canal (大运河) Hangzhou (杭州) Jianggan District (江干区), Zhejiang (浙江) Zhejiang (浙江) China (中国) Concrete Howe Through Truss Fixed 10 1 0 2 0 0 Unknown 9 9 178 54.25 223 67.97 0 0 https://historicbridges.org/china/gaotang/little_gaotang3rdroadbridge_brg_8889_90_91vib_small.jpg https://historicbridges.org/china/gaotang/little_gaotang3rdroadbridge_brg_8889_90_91vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=china/gaotang/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.284262,120.205235
5966 钱塘江大桥 (Qiantang River Bridge) 钱江一桥 (Qianjiang Bridge) The work of a famous Chinese engineer, and one of the earliest surviving large river bridges in China, this is an extremely long double-deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dorman Long of Middlesbrough, England. The bridge was primarily designed by Mao Yisheng (茅以升). 30.194779 120.134894 Hupao Road (虎跑路), Jiangnan Avenue (江南大道), and Railroad Qiantang River (钱塘江) Hangzhou (杭州) Shangcheng District (上城区) and Binjiang District (滨江区), Zhejiang (浙江) Zhejiang (浙江) China (中国) Metal Warren Rivet-Connected Deck Truss Fixed 8 16 Metal Solid Ribbed Spandrel Braced Deck Arch Fixed 8 0 1937 1953 Dorman Long of Middlesbrough, England Mao Yisheng (茅以升) 10 10 220 67.06 3517 1071.98 0 0 https://historicbridges.org/china/qiantang/little_qiantangriverbridge_brg_6737_8_9vib_small.jpg https://historicbridges.org/china/qiantang/little_qiantangriverbridge_img_20171001_160757.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=china/qiantang/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.194779,120.134894
5967 Madawaska Railway Bridge This rare railroad pony truss bridge was reconfigured and reused as a trail bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.503680 -77.978910 Railroad (Rail-Trail) Madawaska River Madawaska Nipissing District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 1895 2011 Unknown 7 9 0 0 0 0 0 0 https://historicbridges.org/ontario/madawaskarr/little_dsc_0035_small.jpg https://historicbridges.org/ontario/madawaskarr/little_dsc_0035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/madawaskarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.503680,-77.978910
5968 Madawaska KH-60 Bridge Although altered and not visually remarkable, this t-beam design is uncommon in Ontario. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 45.502640 -77.978230 KH-60 Madawaska River Madawaska Nipissing District, Ontario Ontario Canada Concrete T-Beam Fixed 0 3 0 0 1942 1996 Unknown 2 2 59 17.98 157.5 48.01 0 0 https://historicbridges.org/ontario/madawaskahwy/little_dsc_0031edit_small.jpg https://historicbridges.org/ontario/madawaskahwy/little_dsc_0031edit.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/madawaskahwy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.502640,-77.978230
5969 Pakenham Bridge Five-Span Stone Bridge This is an outstanding, long, and extremely rare example of a stone arch bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by O'Toole and Keating of Ottawa, Ontario. 45.335640 -76.287070 Kinburn Side Road (CR-20) Mississippi River Pakenham (Mississippi Mills) Lanark County, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 5 0 0 1901 1984 O'Toole and Keating of Ottawa, Ontario 9 9 40 12.19 268 81.69 0 0 https://historicbridges.org/ontario/pakenham/little_lookingeastnorthside_small.jpg https://historicbridges.org/ontario/pakenham/little_lookingeastnorthside.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pakenham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.335640,-76.287070
5970 Inholmes Bridge This is an early and unaltered surviving example of a concrete t-beam in Ontario of decent span length for this type of bridge. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 45.503150 -79.783220 Broadbent Road Manitouwabing River Inholmes (Township of Mckellar) Parry Sound District, Ontario Ontario Canada Concrete T-Beam Fixed 0 1 0 0 0 2009 Unknown 5 8 0 0 82 24.99 0 0 https://historicbridges.org/ontario/inholmsbridge/little_elevationwest_small.jpg https://historicbridges.org/ontario/inholmsbridge/little_elevationwest.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/inholmsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.503150,-79.783220
5971 Whitney Bridge This is a rare example of a concrete arch bridge in this region of Ontario. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.494200 -78.239320 KH-60 Madawaska River Whitney Nipissing District, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1941 2016 Unknown 6 6 99 30.18 0 0 0 0 https://historicbridges.org/ontario/whitneyhwy/little_dsc_0048_small.jpg https://historicbridges.org/ontario/whitneyhwy/little_dsc_0048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/whitneyhwy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.494200,-78.239320
5972 Conley Bridge This bridge is a traditional Warren pony truss bridge from the 1940s. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 45.133250 -75.910670 Jock Trail Jock River Ottawa (Rural) Ottawa City, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1947 1994 Ontario Bridge Company of Toronto, Ontario 6 5 60 18.29 60 18.29 0 0 https://historicbridges.org/ontario/conleybridge/little_northchord_small.jpg https://historicbridges.org/ontario/conleybridge/little_northchord.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/conleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.133250,-75.910670
5973 Galetta Railway Bridge This railway bridge is an early rivet-connected truss bridge with an uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.423260 -76.252560 Railroad (Arnprior-Nepean Railway Contracted to Canadian National) (Renfrew Spur) Mississippi River Ottawa (Galetta) Ottawa City, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 2 0 0 1893 0 Dominion Bridge Company of Montréal, Québec 9 9 140 42.67 280 85.34 0 0 https://historicbridges.org/ontario/galettarailbridge/little_southelevation_small.jpg https://historicbridges.org/ontario/galettarailbridge/little_southelevation.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/galettarailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.423260,-76.252560
5974 Mohrs Road Railroad Overpass This is the last remaining timber overpass bridge in Ottawa. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 45.423260 -76.253580 Railroad (Arnprior-Nepean Railway) (Renfrew Spur) Mohrs Road Ottawa (Galletta) Ottawa City, Ontario Ontario Canada Wood Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/mohrsroadrailoverhead/little_elevationsouth_small.jpg https://historicbridges.org/ontario/mohrsroadrailoverhead/little_elevationsouth.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mohrsroadrailoverhead/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.423260,-76.253580
5975 Mohrs Road Bridge 5th Concession Bridge This is a small but early and uncommon Ontario example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.422780 -76.253590 Mohrs Road Mississippi River Ottawa (Galletta) Ottawa City, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/mohrsroadarchbridge/little_elevationeast_small.jpg https://historicbridges.org/ontario/mohrsroadarchbridge/little_elevationeast.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mohrsroadarchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.422780,-76.253590
5976 Szabadság híd (Liberty Bridge) Franz Joseph Bridge (Ferenc József híd), Fővám téri híd This bridge is one of the most ornamented metal truss bridges in the world, and is also noted for its early and graceful cantilever truss design. The technical description of the main or most noteworthy span of the bridge is a 560.2 ft (170.75 m) metal cantilever rivet-connected Pratt through truss, fixed. The bridge was primarily built by Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary. The bridge was primarily designed by János Feketeházy and Szántó Albert. 47.485720 19.054950 Kelenhegyi út and Vámház körút Danube River (Duna) Budapest Pest County, Central Hungary (Pest megye, Magyarország) Central Hungary Hungary (Magyarország) Metal Pratt Rivet-Connected Through Truss Fixed 0 Cantilever 3 0 0 1896 2009 Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary János Feketeházy and Szántó Albert 10 10 560.2 170.75 1094.5 333.6 66 20.12 https://historicbridges.org/hungary/libertybridge/little_libertybridge_2017_07_02_12_53-023_small.jpg https://historicbridges.org/hungary/libertybridge/little_libertybridge_2017_07_02_12_53-023.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/libertybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.485720,19.054950
5977 Döblinger Steg (Döblinger Footbridge) This is a beautiful footbridge with impressive ornamental portals. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal (arch and suspended deck) rivet-connected Pratt through truss, fixed. The bridge was primarily built by Aktiengesellschaft R. Ph. Waagner - L. J. Biró and A. Kurz of Vienna, Austria. The bridge was primarily designed by Friedrich Jäckel and Josef Luger. 48.239780 16.363700 Pedestrian Walkway Danube Canal (Donaukanal) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Pratt Rivet-Connected Through Truss Fixed 0 (Arch and Suspended Deck) 1 0 0 1911 1997 Aktiengesellschaft R. Ph. Waagner - L. J. Biró and A. Kurz of Vienna, Austria Friedrich Jäckel and Josef Luger 7 8 200 60.96 0 0 16.4 5 https://historicbridges.org/austria/doblingersteg/little_doblingersteg_2017_07_04_19_38-006_7_8v_small.jpg https://historicbridges.org/austria/doblingersteg/little_doblingersteg_2017_07_04_19_38-006_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/doblingersteg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.239780,16.363700
5978 Marienbrücke (Queen Mary's Bridge) Due to its age, integrity, association with an important German engineer, and its unique location in the shadow of a famous castle, this is among the most significant historic bridges in Germany. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Maschinenbau-Gesellschaft Nürnberg, Klett & Co.. The bridge was primarily designed by Heinrich Gottfried Gerber. 47.555050 10.749390 Pedestrian Walkway Pollät Gorge Schwangau (Hohenschwangau) Swabia (Schwaben), Bavaria (Bayern) Bavaria (Bayern) Germany (Deutschland) Metal Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 10 1 0 0 1866 2016 Maschinenbau-Gesellschaft Nürnberg, Klett & Co. Heinrich Gottfried Gerber 10 10 115 35.05 115 35.05 0 0 https://historicbridges.org/germany/neuschwansteincastle/little_neuschwansteincastlebridge_2017_07_07_12_21-039b_small.jpg https://historicbridges.org/germany/neuschwansteincastle/little_neuschwansteincastlebridge_2017_07_07_12_21-039b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=germany/neuschwansteincastle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.555050,10.749390
5979 Schloss Linderhof Brücke (Linderhof Palace Bridge) Although bypassed by a new entrance roadway and bridge now, this bridge appears to be the former main entrance and bridge for Linderhof Palace. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 47.569250 10.959020 Old Palace Entrance Road Linder River Rural Upper Bavaria (Oberbayern), Bavaria (Bayern) Bavaria (Bayern) Germany (Deutschland) Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/germany/linderhofpalacebridge/little_linderhofpalacebridge_2017_07_07_16_56-012_small.jpg https://historicbridges.org/germany/linderhofpalacebridge/little_linderhofpalacebridge_2017_07_07_16_56-012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=germany/linderhofpalacebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.569250,10.959020
5980 Rheinbrücke Waldshut–Koblenz (Waldshut-Koblenz Bridge) This outstanding lattice girder is noted as the oldest surviving intact railway bridge on the Rhine. The technical description of the main or most noteworthy span of the bridge is a 180.1 ft (54.89 m) metal rivet-connected Lattice deck girder, fixed. The bridge was primarily built by Gebrüder Benckiser of Pforzheim, Germany. The bridge was primarily designed by Robert Gerwig. 47.609190 8.234060 Railroad (S-Bahn Aargau and S-Bahn Zürich) Rhine River (Rhein) Waldshut-Tiengen and Koblenz Freiburg, Baden-Württemberg and Aargau Baden-Württemberg and Aargau Germany (Deutschland) and Switzerland (Schweiz) Metal Lattice Rivet-Connected Deck Girder Fixed 0 3 Stone Semicircular Deck Arch Fixed 0 6 1859 2014 Gebrüder Benckiser of Pforzheim, Germany Robert Gerwig 10 10 180.1 54.89 623.3 189.98 0 0 https://historicbridges.org/switzerland/koblenzbridge/little_koblenzbridge_2017_07_10_08_32-006_small.jpg https://historicbridges.org/switzerland/koblenzbridge/little_koblenzbridge_2017_07_10_08_32-006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/koblenzbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.609190,8.234060
5981 Pont des Amours (Bridge of Loves) This handsome riveted steel arch footbridge is a popular local crossing. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Charles Galletto. The bridge was primarily designed by Gaspard Fruaüf. 45.900210 6.131370 Pedestrian Walkway Canal du Vassé Annecy Haute-Savoie, Auvergne-Rhône-Alpes Auvergne-Rhône-Alpes France Metal Solid Ribbed Deck Arch Fixed 0 1 0 0 1907 0 Charles Galletto Gaspard Fruaüf 5 7 72 21.95 72 21.95 0 0 https://historicbridges.org/france/annecyamours/little_annecyfrance_2017_07_08_21_26-015_small.jpg https://historicbridges.org/france/annecyamours/little_annecyfrance_2017_07_08_21_26-015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=france/annecyamours/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.900210,6.131370
5982 Pont Sur Le Thiou This stone arch bridge carries heavy pedestrian traffic in the heart of Annecy. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 45.898500 6.127830 Rue Perrière Le Thiou Annecy Haute-Savoie, Auvergne-Rhône-Alpes Auvergne-Rhône-Alpes France Stone Elliptical Deck Arch Fixed 0 2 0 0 0 0 Unknown 2 3 54 16.46 54 16.46 0 0 https://historicbridges.org/france/annecystonearchbridge/little_annecystonearchbridge_2017_07_08_21_59-006_small.jpg https://historicbridges.org/france/annecystonearchbridge/little_annecystonearchbridge_2017_07_08_21_59-006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=france/annecystonearchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.898500,6.127830
5983 Zollamtssteg This beautiful bridge is made unique because it crosses over a historic railway truss bridge as well. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Anton Biró. The bridge was primarily designed by Martin Paul. 48.209810 16.384420 Pedestrian Walkway Wien River (Wienfluss) and Railroad (U-Bahn-Linie U4) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Through Arch Fixed 0 1 0 0 1900 0 Anton Biró Martin Paul 9 9 105 32 105 32 0 0 https://historicbridges.org/austria/zollamtssteg/little_zollamtssteg_2017_07_03_14_59-003_4_5v_small.jpg https://historicbridges.org/austria/zollamtssteg/little_zollamtssteg_2017_07_03_14_59-003_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/zollamtssteg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.209810,16.384420
5984 Zollamtsbrücke Wienflussbrücke This bridge allows the U-Bahn subway to emerge from the underground and cross the river directly under a footbridge. The technical description of the main or most noteworthy span of the bridge is a metal continuous rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Anton Biró. The bridge was primarily designed by Otto Koloman Wagner. 48.209950 16.384350 Railroad (U-Bahn-Linie U4) Wien River (Wienfluss) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 Continuous 1 0 0 1900 0 Anton Biró Otto Koloman Wagner 9 9 0 0 211.1 64.34 0 0 https://historicbridges.org/austria/zollamtsbrucke/little_zollamtssteg_2017_07_03_14_50_-001_-002v_small.jpg https://historicbridges.org/austria/zollamtsbrucke/little_zollamtssteg_2017_07_03_14_50_-001_-002v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/zollamtsbrucke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.209950,16.384350
5985 L Arlington Memorial Bridge The National Park Service chose to demolish and replace the main span of this bridge, one of the most beautiful and unique bascule spans in the world. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected deck truss, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Hunkin-Conkey Construction Company of Cleveland, Ohio. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 38.887330 -77.055550 Memorial Avenue Potomac River Washington District of Columbia District of Columbia United States Metal Rivet-Connected Deck Truss Movable: Double Leaf Bascule Strauss Trunnion 0 1 Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 10 1932 1986 Hunkin-Conkey Construction Company of Cleveland, Ohio Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 10 225 68.58 2057 626.97 60 18.29 https://historicbridges.org/dc/memorialbridge/little_memorialbridge_5581_2_3bal_small.jpg https://historicbridges.org/dc/memorialbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/memorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.887330,-77.055550
5986 Széchenyi lánchíd (Chain Bridge) This is the most famous bridge in Budapest and has a long history as an important crossing for the city. The technical description of the main or most noteworthy span of the bridge is a 663 ft (202.08 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Adam Clark. The bridge was primarily designed by William Tierney Clark. 47.498960 19.043720 Alagút út Danube River (Duna) Budapest Pest County, Central Hungary (Pest megye, Magyarország) Central Hungary Hungary (Magyarország) Metal Pony Truss Stiffening Eyebar Chain Suspension Fixed 0 3 0 0 1849 1949 Adam Clark William Tierney Clark 10 10 663 202.08 1230 374.9 0 0 https://historicbridges.org/hungary/chainbridge/little_chainbridge_2017_07_02_04_49-014_small.jpg https://historicbridges.org/hungary/chainbridge/little_chainbridge_2017_07_02_04_49-014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/chainbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.498960,19.043720
5987 Pont Charles-Albert (Charles Albert Bridge) Pont de la Caille This ancient suspension bridge is noted for its height above the river and its unique towers that look like part of a castle. The technical description of the main or most noteworthy span of the bridge is a 630 ft (192.02 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Émile Fulrand Belin. 46.012130 6.111390 D3B Les Usses Allonzier-la-Caille Haute-Savoie, Auvergne-Rhône-Alpes Auvergne-Rhône-Alpes France Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1839 2007 Unknown Émile Fulrand Belin 10 10 630 192.02 630 192.02 0 0 https://historicbridges.org/france/francecharlesalbertbridge/little_francecharlesalbertbridge_2017_07_08_20_10-021_2_3v_small.jpg https://historicbridges.org/france/francecharlesalbertbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=france/francecharlesalbertbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.012130,6.111390
5988 Pont Caquot (Caquot Bridge) Pont Neuf This large concrete arch bridge constructed high above the river it crosses was a replacement for the nearby 1839 suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 451 ft (137.46 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Compagnie Lyonnaise d'Entreprises. The bridge was primarily designed by Albert Irénée Caquot. 46.011990 6.112140 D1201 Les Usses Allonzier-la-Caille Haute-Savoie, Auvergne-Rhône-Alpes Auvergne-Rhône-Alpes France Concrete Open Spandrel Deck Arch Fixed 0 1 0 6 1928 2010 Compagnie Lyonnaise d'Entreprises Albert Irénée Caquot 8 8 451 137.46 761 231.95 0 0 https://historicbridges.org/france/caquotbridge/little_francecharlesalbertbridge_2017_07_08_20_07-036_7_8v_small.jpg https://historicbridges.org/france/caquotbridge/little_francecharlesalbertbridge_2017_07_08_20_07-036_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=france/caquotbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.011990,6.112140
5989 Kleine Ungarbrücke (Little Hungarian Bridge) This very ornate bridge is a former vehicular bridge that was relocated here in 1898, and turned into a footbridge. The technical description of the main or most noteworthy span of the bridge is a 85.3 ft (26 m) metal Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Société Anonyme des Hauts Fourneaux, Usines et Charbonnages de Sclessin of Liège, Belgium. The bridge was primarily designed by August Köstlin and Anton Battig. 48.205680 16.381760 Pedestrian Walkway Wien River (Wienfluss) and Railroad (U-Bahn-Linie U4) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Spandrel Braced Deck Arch Fixed 0 1 0 0 1872 1980 Société Anonyme des Hauts Fourneaux, Usines et Charbonnages de Sclessin of Liège, Belgium August Köstlin and Anton Battig 9 9 85.3 26 85.3 26 38 11.58 https://historicbridges.org/austria/kleineungarbrucke/little_stadtpark_2017_07_03_15_11-018_19_20v_small.jpg https://historicbridges.org/austria/kleineungarbrucke/little_stadtpark_2017_07_03_15_11-018_19_20v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/kleineungarbrucke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.205680,16.381760
5990 Margit híd (Margaret Bridge) This unique and beautiful arch bridge has a bend halfway across the river and a branch span to a nearby island. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily designed by Ernest Goüin and Société de Construction des Batignolles. 47.514730 19.043530 Szent István körút (Nagykörút) and Margit körút Danube River (Duna) Budapest Pest County, Central Hungary (Pest megye, Magyarország) Central Hungary Hungary (Magyarország) Metal Solid Ribbed Spandrel Braced Two-Hinged Deck Arch Fixed 0 6 Metal Stringer (Multi-Beam) Fixed 0 2 1876 2011 Ernest Goüin and Société de Construction des Batignolles 9 9 288 87.78 1993.4 607.59 36.3 11.06 https://historicbridges.org/hungary/margaretbridge/little_margaretbridge_2017_07_02_07_20-013_small.jpg https://historicbridges.org/hungary/margaretbridge/little_margaretbridge_2017_07_02_07_20-013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/margaretbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.514730,19.043530
5991 Erzsébet híd (Elisabeth Bridge) Unlike the other bridges destroyed in the war, this was one bridge which was replaced with a new bridge that did not resemble the destroyed bridge. The technical description of the main or most noteworthy span of the bridge is a 951.4 ft (289.99 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Ganz–MÁVAG. The bridge was primarily designed by Sávoly Pál. 47.490900 19.049220 Szabad sajtó út Danube River (Duna) Budapest Pest County, Central Hungary (Pest megye, Magyarország) Central Hungary Hungary (Magyarország) Metal Plate Girder Stiffening Wire Cable Suspension Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1964 0 Ganz–MÁVAG Sávoly Pál 7 7 951.4 289.99 1242.1 378.59 0 0 https://historicbridges.org/hungary/elisabethbridge/little_elisabethbridge_2017_07_02_13_10-009_10_11v_small.jpg https://historicbridges.org/hungary/elisabethbridge/little_elisabethbridge_2017_07_02_13_10-009_10_11v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/elisabethbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.490900,19.049220
5992 Petőfi híd (Petőfi Bridge) This relatively simple looking continuous deck truss bridge is a contrast to the more ornate bridges in Budapest. The technical description of the main or most noteworthy span of the bridge is a 505.2 ft (153.98 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary. The bridge was primarily designed by Álgyai Hubert Pál. 47.478850 19.063360 Ferenc körút (Nagykörút) and Irinyi József utca Danube River (Duna) Budapest Pest County, Central Hungary (Pest megye, Magyarország) Central Hungary Hungary (Magyarország) Metal Warren Rivet-Connected Deck Truss Fixed 26 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 0 1937 1996 Hungarian Royal State Iron, Steel and Machine Factory of Budapest, Hungary Álgyai Hubert Pál 5 6 505.2 153.98 1240.2 378.01 0 0 https://historicbridges.org/hungary/petofibridge/little_petofibridge_2017_07_02_12_45-014_small.jpg https://historicbridges.org/hungary/petofibridge/little_petofibridge_2017_07_02_12_45-014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=hungary/petofibridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.478850,19.063360
5993 Schemerlbrücke (Schemerl Bridge) Josef von Schemerl-Brücke (Josef von Schemerl Bridge) This unique bridge has three truss lines and accommodates both traffic and also machinery related to the dam and lock system at this location. The technical description of the main or most noteworthy span of the bridge is a 160.8 ft (49.01 m) metal rivet-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Otto Koloman Wagner. 48.259240 16.369190 Am Brigittenaurer Sporn Danube Canal (Donaukanal) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Whipple (Double-Intersection Pratt) Rivet-Connected Through Truss Fixed 19 1 0 0 1898 1978 Unknown Otto Koloman Wagner 9 9 160.8 49.01 164 49.99 26.7 8.14 https://historicbridges.org/austria/schemerlbrucke/little_schemerlbrucke_2017_07_04_19_12-009_10_11v_small.jpg https://historicbridges.org/austria/schemerlbrucke/little_schemerlbrucke_2017_07_04_19_12-009_10_11v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/schemerlbrucke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.259240,16.369190
5994 Schemerl Railway Bridge Danube Canal U-Bahn Bridge This unique bridge has three truss lines and accommodates both traffic and also machinery related to the dam and lock system at this location. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 48.257670 16.369430 Railroad (U-Bahn Railway) Danube Canal (Donaukanal) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 7 300 91.44 0 0 0 0 https://historicbridges.org/austria/schemerlbruckerailway/little_schemerlbruckerailway_2017_07_04_19_12_small.jpg https://historicbridges.org/austria/schemerlbruckerailway/little_schemerlbruckerailway_2017_07_04_19_12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/schemerlbruckerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.257670,16.369430
5995 Radetzkybrücke (Radetzky Bridge) One of several beautiful and ornate bridges on this river, this bridge stands out with its arched girders. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Josef Hackhofer and Friedrich Ohmann. 48.211230 16.384660 Uraniastraße Wien River (Wienfluss) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Variable Depth Deck Girder Fixed 0 2 0 0 1900 1979 Unknown Josef Hackhofer and Friedrich Ohmann 7 8 45 13.72 100 30.48 76.7 23.38 https://historicbridges.org/austria/radetzkybrucke/little_radetzkybrucke_2017_07_03_14_54-009_10_11v_small.jpg https://historicbridges.org/austria/radetzkybrucke/little_radetzkybrucke_2017_07_03_14_54-009_10_11v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/radetzkybrucke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.211230,16.384660
5996 Kleine Marxerbrücke (Small Marxer Bridge) Hidden behind some of the most beautiful ornamentation ever seen on this type of bridge is actually a simple utilitarian plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Josef Hackhofer and Friedrich Ohmann. 48.208390 16.383760 Marxergasse Wien River (Wienfluss) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Deck Girder Fixed 0 1 0 0 1900 2004 Unknown Josef Hackhofer and Friedrich Ohmann 7 7 87 26.52 94.4 28.77 9.9 3.02 https://historicbridges.org/austria/kleinemarxerbrucke/little_kleinemarxerbrucke_2017_07_03_14_38-015_6_7v_small.jpg https://historicbridges.org/austria/kleinemarxerbrucke/little_kleinemarxerbrucke_2017_07_03_14_38-015_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/kleinemarxerbrucke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.208390,16.383760
5997 Stubenbrücke (Stuben Bridge) This bridge has lost a lot of its original ornamentation making it look more simple than the other nearby bridges over this river. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Josef Hackhofer and Friedrich Ohmann. 48.206680 16.382490 Weiskirchnerstraße Wien River (Wienfluss) Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Deck Girder Fixed 0 1 0 0 1900 0 Unknown Josef Hackhofer and Friedrich Ohmann 5 3 87 26.52 94.4 28.77 49 14.94 https://historicbridges.org/austria/viennaweiskirchnerstrase/little_weiskirchnerstrase_2017_07_03_14_34-003_small.jpg https://historicbridges.org/austria/viennaweiskirchnerstrase/little_weiskirchnerstrase_2017_07_03_14_34-003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaweiskirchnerstrase/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.206680,16.382490
5998 S-Bahnbrücke Heiligenstädter Strasse (S-Bahn Bridge) This is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 48.243618 16.361512 Railroad (S-Bahn) Heiligenstädter Straße Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 87 26.52 87 26.52 29 8.84 https://historicbridges.org/austria/viennaarch1/little_arch1_2017_07_04_20_08-018_19_20v_small.jpg https://historicbridges.org/austria/viennaarch1/little_arch1_2017_07_04_20_08-018_19_20v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.243618,16.361512
5999 U-Bahnbrücke Döblinger Gürtel (U-Bahn Bridge Döblinger Gürtel) Passing over a road and another bridge, this is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 48.236177 16.356920 Railroad (U-Bahn) Gürtelbrücke (221) and Heiligenstädter Straße Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/austria/viennaarch2/little_arch2_2017_07_04_20_21-018_19_20v_small.jpg https://historicbridges.org/austria/viennaarch2/little_arch2_2017_07_04_20_21-018_19_20v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.236177,16.356920
6000 U-Bahnbrücke Heiligenstädter Strasse (U-Bahn Bridge Heiligenstädter Strasse) This is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 48.235385 16.356587 Railroad (U-Bahn) Heiligenstädter Straße Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 116 35.36 116 35.36 29 8.84 https://historicbridges.org/austria/viennaarch3/little_arch3_2017_07_04_20_24-006_7_8v_small.jpg https://historicbridges.org/austria/viennaarch3/little_arch3_2017_07_04_20_24-006_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.235385,16.356587
6001 U-Bahnbrücke Döblinger Hauptstraße (U-Bahn Bridge Döblinger Hauptstrasse) This is one of several graceful and highly decorated arch bridges along the U-Bahn and S-Bahn railways in the area. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 48.232033 16.353957 Railroad (U-Bahn) Döblinger Hauptstraße Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 8 116 35.36 116 35.36 29 8.84 https://historicbridges.org/austria/viennaarch4/little_arch4_2017_07_04_20_39-015_6_7v_small.jpg https://historicbridges.org/austria/viennaarch4/little_arch4_2017_07_04_20_39-015_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/viennaarch4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.232033,16.353957
6002 U-Bahnbrücke Währinger Straße This series of overpass bridges with decorative fascias and piers connects to a historic U-Bahn station. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Otto Koloman Wagner. 48.225110 16.349380 Railroad (U-Bahn) Währinger Straße Vienna (Wien) Vienna (Wien) Vienna (Wien) Austria (Österreich) Metal Through Girder Fixed 0 4 0 0 1898 0 Unknown Otto Koloman Wagner 7 7 123 37.49 610 185.93 0 0 https://historicbridges.org/austria/volksoperbridge/little_volksoperbridge_2017_07_04_21_00-009_10_11v_small.jpg https://historicbridges.org/austria/volksoperbridge/little_volksoperbridge_2017_07_04_21_00-009_10_11v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/volksoperbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.225110,16.349380
6003 Mozartsteg This attractive footbridge was constructed as a toll bridge originally. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal tied through arch, fixed. The bridge was primarily built by Ignaz Gridl and E. Gaertner of Vienna, Austria. 47.799830 13.049000 Pedestrian Walkway Salzach Salzburg Salzburg Salzburg Austria (Österreich) Metal Tied Through Arch Fixed 0 3 0 0 1903 2011 Ignaz Gridl and E. Gaertner of Vienna, Austria 7 8 106 32.31 325 99.06 7.5 2.29 https://historicbridges.org/austria/mozartsteg/little_mozartsteg_2017_07_05_13_47_small.jpg https://historicbridges.org/austria/mozartsteg/little_mozartsteg_2017_07_05_13_47.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=austria/mozartsteg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.799830,13.049000
6004 Fort Madison Bridge Atchison, Topeka and Santa Fe Railway Bridge This is a rare double-deck truss railroad bridge that offers a toll highway for vehicular traffic on the upper deck. The technical description of the main or most noteworthy span of the bridge is a 525 ft (160.02 m) metal multiple-type-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. F. Robinson. 40.626700 -91.295700 Great River Road (IL-9) and Railroad (BNSF) Mississippi River Fort Madison and Niota Lee County, Iowa and Hancock County, Illinois Iowa and Illinois United States Metal Baltimore Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Baltimore Multiple-Type-Connected Through Truss Fixed 14 23 1927 1980 American Bridge Company of New York, New York A. F. Robinson 8 9 525 160.02 3347 1020.17 20 6.1 https://historicbridges.org/iowa/fortmadison/little_fortmadison_0040_small.jpg https://historicbridges.org/iowa/fortmadison/little_fortmadison_0040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/fortmadison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.626700,-91.295700
6005 Keokuk-Hamilton Bridge Built as a double-deck railroad bridge with an upper deck for highway traffic, in 1985 a new highway bridge resulted in the upper deck being abandoned. The technical description of the main or most noteworthy span of the bridge is a 380 ft (115.82 m) metal multiple-type-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois. The bridge was primarily designed by Ralph Modjeski. 40.390900 -91.372550 Railroad (Keokuk Junction Railway) Mississippi River Keokuk and Hamilton Lee County, Iowa and Hancock County, Illinois Iowa and Illinois United States Metal Pratt Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 13 1 Metal Pratt Multiple-Type-Connected Through Truss Fixed 9 10 1917 1956 Strobel Steel Construction Company of Chicago, Illinois Ralph Modjeski 9 9 380 115.82 3800 1158.24 18 5.49 https://historicbridges.org/iowa/keokuk/little_keokuk_0793_4_5f_small.jpg https://historicbridges.org/iowa/keokuk/little_keokuk_0793_4_5f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/keokuk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.390900,-91.372550
6006 Louisiana Railroad Bridge This long series of truss spans remains an intact and functioning railroad bridge over the Mississippi River. The technical description of the main or most noteworthy span of the bridge is a 444 ft (135.33 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 39.445430 -91.033670 Railroad (Kansas City Southern) Mississippi River Louisiana Pike County, Missouri and Pike County, Illinois Missouri and Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 8 1898 1945 Lassig Bridge and Iron Works of Chicago, Illinois 8 8 444 135.33 2053 625.75 0 0 https://historicbridges.org/missouri/louisianarr/little_champclark_3656_small.jpg https://historicbridges.org/missouri/louisianarr/little_champclark_3656.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/louisianarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.445430,-91.033670
6007 Horseshoe Lake Road Bridge This small pony truss was built at the Toronto works of the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 44.992890 -78.696510 Horseshoe Lake Road (RR-20) Gull River Minden Hills Haliburton County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1923 0 Dominion Bridge Company of Montréal, Québec 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/horseshoelake/little_ian_0002_small.jpg https://historicbridges.org/ontario/horseshoelake/little_ian_0002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/horseshoelake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.992890,-78.696510
6010 Anderson Bridge This bridge is a late but largely unaltered example of a riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 45.392853 -76.166291 John Shaw Road Carp Creek Ottawa (Kinburn) Ottawa City, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1947 2016 Ontario Bridge Company of Toronto, Ontario 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/andersonbridge/little_dsc_0004_small.jpg https://historicbridges.org/ontario/andersonbridge/little_dsc_0004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/andersonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.392853,-76.166291
6011 Waterloo Bridge This extremely old example of a traditional highway Pratt truss bridge is an early product of the Pittsburgh Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. 38.695890 -77.906110 Waterloo Road (VA-613) Rappahannock River Rural Culpeper County, Virginia and Fauquier County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 15 1879 2020 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania 8 9 100 30.48 366 111.56 11.2 3.41 https://historicbridges.org/virginia/waterloobridge/little_waterloobridge_9182_small.jpg https://historicbridges.org/virginia/waterloobridge/little_waterloobridge_9182.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/waterloobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.695890,-77.906110
6012 Featherbed Lane Bridge John G. Lewis Memorial Bridge This bridge is an extremely rare surviving example of a bridge built by the Variety Iron Works, a company true to its name. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. 39.232250 -77.591320 Featherbed Lane (VA-673) Catoctin Creek Rural Loudoun County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1889 1932 Variety Iron Works of Cleveland, Ohio 8 8 159 48.46 159 48.46 11.2 3.41 https://historicbridges.org/virginia/featherbedlanebridge/little_featherbedlanebridge_8822_3_4vibra_small.jpg https://historicbridges.org/virginia/featherbedlanebridge/little_featherbedlanebridge_8822_3_4vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/featherbedlanebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.232250,-77.591320
6013 Airlie Road Bridge This concrete arch with stone spandrel walls appears to have been built as part of the adjacent Arlie Farm complex. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 38.759990 -77.792640 Airlie Road Cedar Run Rural Fauquier County, Virginia Virginia United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 Unknown 6 7 30.8 9.39 34 10.36 11.8 3.6 https://historicbridges.org/virginia/arliebridge/little_arliebridge_9113_4_5vibra_small.jpg https://historicbridges.org/virginia/arliebridge/little_arliebridge_9113_4_5vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/arliebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.759990,-77.792640
6014 ! Cary Avenue Bridge Dan Brusslan Bridge With ornate railings, this unusual riveted footbridge is also known for its unusual cantilever design and steel bents. The technical description of the main or most noteworthy span of the bridge is a metal cantilever deck girder, fixed. The bridge was primarily built by Unknown. 42.167810 -87.775800 Cary Avenue (Pedestrian Walkway) Ravine Highland Park Lake County, Illinois Illinois United States Metal Deck Girder Fixed 0 Cantilever 3 0 0 1928 1990 Unknown 5 6 0 0 160 48.77 0 0 https://historicbridges.org/illinois/caryavenue/little_caryavenue_6159_small.jpg https://historicbridges.org/illinois/caryavenue/little_caryavenue_6159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/caryavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.167810,-87.775800
6015 Crystal Springs Cemetery Bridge A noted example of an arch bridge in Michigan designed by famous bridge engineer Daniel Luten. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Daniel Luten. 42.092250 -86.418610 Cemetery Road Ox Creek Benton Harbor Berrien County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown Daniel Luten 6 7 86 26.21 0 0 12 3.66 https://historicbridges.org/michigan/crystalspringscemetery/little_crystalspringscemetery_5715_6_7f_small.jpg https://historicbridges.org/michigan/crystalspringscemetery/little_crystalspringscemetery_5715_6_7f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crystalspringscemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.092250,-86.418610
6016 Shelby Street Bridge John Seigenthaler Pedestrian Bridge, Sparkman Street Bridge This iconic landmark bridge in downtown Nashville was restored and preserved for non-motorized traffic. The technical description of the main or most noteworthy span of the bridge is a 318 ft (96.93 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard M. Jones. 36.162120 -86.772100 Shelby Street (Sparkman Street) Cumberland River Nashville Davidson County, Tennessee Tennessee United States Metal Parker Pin-Connected Through Truss Fixed 12 3 Concrete Bowstring Tied Deck Arch Fixed 0 0 1909 2003 American Bridge Company of New York, New York Howard M. Jones 8 9 318 96.93 1877 572.11 36.4 11.09 https://historicbridges.org/tennessee/shelby/little_shelby_0465_small.jpg https://historicbridges.org/tennessee/shelby/little_shelby_0465.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/shelby/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.162120,-86.772100
6017 Conrad Bridge Newton County Bridge 57 This is an unusual small-scale, lightweight riveted Warren deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 41.103100 -87.449520 CR-700 North Beaver Lake Ditch Rural Newton County, Indiana Indiana United States Metal Warren Rivet-Connected Deck Truss Fixed 0 1 0 0 1916 2003 Elkhart Bridge and Iron Company of Elkhart, Indiana 7 7 80 24.38 84 25.6 16 4.88 https://historicbridges.org/indiana/conradbridge/little_conradbridge_7441_2_3f_small.jpg https://historicbridges.org/indiana/conradbridge/little_conradbridge_7441_2_3f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/conradbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.103100,-87.449520
6018 East Street Bridge This two span Pratt truss has been closed to vehicular traffic, but remains open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Decatur Bridge Company of Decatur, Illinois. 40.192250 -88.398240 East Street (Mahomet Village Bike Trail) Sangamon River Mahomet Champaign County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1912 0 Decatur Bridge Company of Decatur, Illinois 6 7 125 38.1 250 76.2 16 4.88 https://historicbridges.org/illinois/mahomet/little_mahomet_8396_7_8b_small.jpg https://historicbridges.org/illinois/mahomet/little_mahomet_8396_7_8b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mahomet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.192250,-88.398240
6019 Gay Street Bridge This iconic landmark bridge is an extremely early surviving example of a large-scale deck cantilever highway truss bridge in America. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal cantilever pin-connected Pratt deck truss, fixed. The bridge was primarily built by Youngstown Bridge Company of Youngstown, Ohio. The bridge was primarily designed by Charles Fowler. 35.958420 -83.914480 Gay Street Tennessee River Knoxville Knox County, Tennessee Tennessee United States Metal Pratt Pin-Connected Deck Truss Fixed 12 Cantilever 7 0 0 1897 2004 Youngstown Bridge Company of Youngstown, Ohio Charles Fowler 8 9 252 76.81 1512 460.86 30 9.14 https://historicbridges.org/tennessee/knoxvillegay/little_knoxvillegay_8973_small.jpg https://historicbridges.org/tennessee/knoxvillegay/little_knoxvillegay_8973.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillegay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.958420,-83.914480
6020 Henley Bridge This very large and impressive concrete arch bridge has been extensively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 317 ft (96.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 35.956810 -83.918150 US-441 (TN-33, Henley Street) Tennessee River Knoxville Knox County, Tennessee Tennessee United States Concrete Open Spandrel Deck Arch Fixed 0 6 Concrete T-Beam Fixed 0 6 1930 2013 Booth and Flinn Company of Pittsburgh, Pennsylvania Marsh Engineering Company of Des Moines, Iowa 7 7 317 96.62 1793.4 546.63 54.5 16.61 https://historicbridges.org/tennessee/knoxvillehenley/little_knoxvillehenley_8700_small.jpg https://historicbridges.org/tennessee/knoxvillehenley/little_knoxvillehenley_8700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillehenley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.956810,-83.918150
6021 McBee Bridge The only bridge of its kind in the state, this is a large and extremely massive example of a concrete bowstring rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 222.5 ft (67.82 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Southern Company of Birmingham, Alabama. The bridge was primarily designed by Freeland-Roberts and Company of Nashville, Tennessee. 36.058400 -83.704340 Mascot Road (County Road 1262) Holston River Rural Knox County, Tennessee Tennessee United States Concrete Rainbow Tied Through Arch Fixed 0 3 Concrete T-Beam Fixed 0 5 1930 0 Southern Company of Birmingham, Alabama Freeland-Roberts and Company of Nashville, Tennessee 8 9 222.5 67.82 785 239.27 24.6 7.5 https://historicbridges.org/tennessee/mcbeebridge/little_mcbeebridge_9699_small.jpg https://historicbridges.org/tennessee/mcbeebridge/little_mcbeebridge_9699.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/mcbeebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.058400,-83.704340
6022 Knoxville Norfolk Southern Railroad Bridge This bridge is noted for its variety of truss designs including rare pin-connected Warren truss spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 35.955400 -83.919880 Railroad (Norfolk Southern) Tennessee River Knoxville Knox County, Tennessee Tennessee United States Metal Warren Multiple-Type-Connected Through Truss Fixed 6 1 Metal Warren Pin-Connected Deck Truss Fixed 6 0 1903 0 Unknown 8 9 160 48.77 1295 394.72 0 0 https://historicbridges.org/tennessee/knoxvillens/little_knoxvillens_8478_small.jpg https://historicbridges.org/tennessee/knoxvillens/little_knoxvillens_8478.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.955400,-83.919880
6023 Hill Avenue Bridge This bridge is an outstanding example of a bridge designed by the Luten Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by V. L. Nicholson Company of Knoxville, Tennessee. The bridge was primarily designed by Luten Bridge Company. 35.961790 -83.913660 Hill Avenue First Creek and Neyland Drive (TN-158) Knoxville Knox County, Tennessee Tennessee United States Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete T-Beam Fixed 0 2 1936 0 V. L. Nicholson Company of Knoxville, Tennessee Luten Bridge Company 7 7 150 45.72 631 192.33 36 10.97 https://historicbridges.org/tennessee/knoxvillehillstreetbridge/little_knoxvillehillstreetbridge_9240_1_2v_small.jpg https://historicbridges.org/tennessee/knoxvillehillstreetbridge/little_knoxvillehillstreetbridge_9240_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillehillstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.961790,-83.913660
6024 Knoxville CSX Railroad Bridge One of two large railroad bridges near downtown Knoxville, this is a very late example of a riveted truss bridge. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Polygonal Warren through t-beam, fixed. The bridge was primarily built by Unknown. 35.945850 -83.924890 Railroad (CSX) Tennessee River Knoxville Knox County, Tennessee Tennessee United States Metal Polygonal Warren Rivet-Connected Through T-Beam Fixed 10 1 Metal Warren Rivet-Connected Deck Truss Fixed 8 0 1966 0 Unknown 5 6 280 85.34 1051 320.34 0 0 https://historicbridges.org/tennessee/knoxvillecsx/little_knoxvillecsx_8337_small.jpg https://historicbridges.org/tennessee/knoxvillecsx/little_knoxvillecsx_8457.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/knoxvillecsx/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.945850,-83.924890
6025 Forth Bridge Forth Rail Bridge This famous bridge is one of the most beautiful and important historic bridges in the world and a UNESCO World Heritage Site. The technical description of the main or most noteworthy span of the bridge is a 1700 ft (518.16 m) metal cantilever rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by John Fowler and Benjamin Baker. 56.001100 -3.388810 Railroad (Network Rail) Firth of Forth Queensferry and North Queensferry City of Edinburgh, Scotland and Fife, Scotland Scotland United Kingdom Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 0 Cantilever 4 Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 0 1889 2011 Sir William Arrol and Company of Glasgow, Scotland John Fowler and Benjamin Baker 10 10 1700 518.16 8094 2467.05 0 0 https://historicbridges.org/unitedkingdom/forthrailbridge/little_forthrailbridge_5282_small.jpg https://historicbridges.org/unitedkingdom/forthrailbridge/little_forthrailbridge_5282.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/forthrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.001100,-3.388810
6026 Mythe Bridge This outstanding cast iron arch bridge is noted for its beauty, age, integrity, and as a noted work of Thomas Telford. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford. 52.001960 -2.163520 A438 River Severn Tewkesbury South West, England and West Midlands, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Brick Deck Arch Fixed 0 12 1826 1992 William Hazledine of Shrewsbury, England Thomas Telford 9 10 170 51.82 270 82.3 24 7.32 https://historicbridges.org/unitedkingdom/mythebridge/little_mythebridge_0513_4_5v_small.jpg https://historicbridges.org/unitedkingdom/mythebridge/little_mythebridge_0513_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/mythebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.001960,-2.163520
6027 Powick Iron Bridge Powick New Bridge This stunning bridge is noted for its ornate casting details on all ribs, its small cast iron abutment spans, and its historic integrity. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles Henry Capper. 52.169770 -2.241100 A449 (Malvern Road) River Teme Powick and Worcester West Midlands, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 3 0 0 1837 0 Unknown Charles Henry Capper 9 10 69 21.03 250 76.2 24 7.32 https://historicbridges.org/unitedkingdom/powickironbridge/little_powickironbridge_1029_30_31b_small.jpg https://historicbridges.org/unitedkingdom/powickironbridge/little_powickironbridge_1029_30_31b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/powickironbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.169770,-2.241100
6028 Tower Bridge One of the most famous bridges in the world is also noted for its lack of alteration, unique appearance, and pioneering bascule design. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by John Wolfe Barry. 51.505480 -0.075350 A100 (Tower Bridge Road) River Thames London Greater London, England England United Kingdom Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Suspension Fixed 0 2 1894 1977 Sir William Arrol and Company of Glasgow, Scotland John Wolfe Barry 10 10 100 30.48 880 268.22 21 6.4 https://historicbridges.org/unitedkingdom/towerbridge/little_towerbridge_9923_small.jpg https://historicbridges.org/unitedkingdom/towerbridge/little_towerbridge_9923.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/towerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.505480,-0.075350
6029 Royal Albert Bridge This unique bridge was an incredible feat of engineering when completed under the direction of famous engineer Brunel. The technical description of the main or most noteworthy span of the bridge is a 455 ft (138.68 m) metal multiple-type-connected Lenticular through truss, fixed. The bridge was primarily built by Charles John Mare and Hudson and Male. The bridge was primarily designed by Isambard Kingdom Brunel. 50.407650 -4.203570 Railroad (Network Rail) River Tamar Saltash and Plymouth South West, England England United Kingdom Metal Lenticular Multiple-Type-Connected Through Truss Fixed 12 2 Metal Deck Girder Fixed 0 17 1859 2014 Charles John Mare and Hudson and Male Isambard Kingdom Brunel 10 10 455 138.68 2187.5 666.75 16.8 5.12 https://historicbridges.org/unitedkingdom/royalalbertbridge/little_royalalbertbridge_4458_59_60b_small.jpg https://historicbridges.org/unitedkingdom/royalalbertbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/royalalbertbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.407650,-4.203570
6030 Bigsweir Bridge Bigg's Weir Bridge This graceful cast iron arch bridge retains its intricate design details while also supporting significant levels of traffic. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles Hollis of London, England. 51.742750 -2.669510 A466 River Wye (Afon Gwy) St. Briavels and Llandogo (Llaneuddogwy) South West, England and Monmouthshire, Wales (Cymru) England and Wales (Cymru) United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Stone Segmental Deck Arch Fixed 0 4 1827 2011 Unknown Charles Hollis of London, England 9 9 164 49.99 325 99.06 16.4 5 https://historicbridges.org/unitedkingdom/bigsweirbridge/little_bigsweirbridge_9186_7_8v_small.jpg https://historicbridges.org/unitedkingdom/bigsweirbridge/little_bigsweirbridge_9186_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bigsweirbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.742750,-2.669510
6031 High Level Bridge One of the largest cast iron bridges in the UK, this is an impressive double-deck arch bridge with elaborate cast iron details. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal (cast iron) tied through arch, fixed. The bridge was primarily built by Hawks, Crawshay and Sons of Gateshead, England. The bridge was primarily designed by Robert Stephenson. 54.967010 -1.608640 St. Nicholas Street and Railroad (Various Railways) River Tyne Newcastle upon Tyne and Gateshead North East, England England United Kingdom Metal (Cast Iron) Tied Through Arch Fixed 0 6 0 0 1849 2008 Hawks, Crawshay and Sons of Gateshead, England Robert Stephenson 10 10 125 38.1 1337 407.52 0 0 https://historicbridges.org/unitedkingdom/highbridge/little_highbridge_3605_6_7b_small.jpg https://historicbridges.org/unitedkingdom/highbridge/little_highbridge_3605_6_7b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/highbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.967010,-1.608640
6032 Nicolls Island Road Bridge Long Island Locks Bridge This is a rare hand-turned bobtail swing bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Pratt pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 45.250527 -75.701963 Nicolls Island Road Rideau Canal Ottawa (Manotick) Ottawa City, Ontario Ontario Canada Metal Pratt Rivet-Connected Pony Truss Movable: Swing Center Bearing Bobtail 0 1 0 0 1903 0 Unknown 8 8 72 21.95 72 21.95 0 0 https://historicbridges.org/ontario/longislandlocks/little_northchord_0049_small.jpg https://historicbridges.org/ontario/longislandlocks/little_northchord_0049.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/longislandlocks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.250527,-75.701963
6034 Crab Run Bridge One of the only examples of the unusual patented Lane truss design, this bridge was preserved in place for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) metal Lane pony truss, fixed. The bridge was primarily built by West Virginia Bridge Works of Wheeling, West Virginia. 38.335350 -79.489950 VA-645 Crab Run 1896 Highland County, Virginia Virginia United States Metal Lane Pony Truss Fixed 0 1 0 0 1896 1994 West Virginia Bridge Works of Wheeling, West Virginia 9 9 37 11.28 37 11.28 10.8 3.29 https://historicbridges.org/virginia/crabrunbridge/little_crabrunbridge_3964_5_6vibra_small.jpg https://historicbridges.org/virginia/crabrunbridge/little_crabrunbridge_3964_5_6vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/crabrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.335350,-79.489950
6035 Carleton University O-Train Bridge St. Lawrence and Ottawa Railway "White" Bridge This bridge is noted for its rare double-intersection Warren deck truss span which was relocated here. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.381890 -75.694900 Railroad (O-Train Trillium Line, Line 2) Rideau River, Eastern Pathway, and University Avenue Ottawa Ottawa City, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 1 Metal Deck Girder Fixed 0 4 0 1913 Unknown 8 8 100 30.48 325 99.06 0 0 https://historicbridges.org/ontario/carletonbridge/little_ian_0021_small.jpg https://historicbridges.org/ontario/carletonbridge/little_ian_0021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/carletonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.381890,-75.694900
6036 Cedar Hill Bridge An extremely rare surviving pin-connected truss in New Mexico, this bridge has an amazing lack of deterioration. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.928910 -107.885200 Road 2380 Animas River Cedar Hill San Juan County, New Mexico New Mexico United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1911 0 Unknown 7 9 100 30.48 100 30.48 0 0 https://historicbridges.org/newmexico/cedarhillbridge/little_cedarhillbridge_1096_small.jpg https://historicbridges.org/newmexico/cedarhillbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/cedarhillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.928910,-107.885200
6037 Cedar Hill Flume Bridge The Flume This unique bridge is an extremely unusual bedstead through truss with longer legs at one end, and its use as an aqueduct is also noteworthy. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt bedstead through truss, fixed. The bridge was primarily built by Unknown. 36.928950 -107.885400 Graves Atterberry Ditch Animas River Cedar Hill San Juan County, New Mexico New Mexico United States Metal Pratt Pin-Connected Bedstead Through Truss Fixed 6 1 0 0 0 0 Unknown 9 9 110 33.53 110 33.53 0 0 https://historicbridges.org/newmexico/cedarhillflume/little_cedarhillflume_0631_2_3vib_small.jpg https://historicbridges.org/newmexico/cedarhillflume/little_cedarhillflume_0631_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/cedarhillflume/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.928950,-107.885400
6038 Road 2290 Bridge This is a good example of a pin-connected truss which is a very rare bridge type in New Mexico. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge and road is listed as private. Approach and view from the west. 36.955480 -107.883080 Road 2290 (Private Section) Animas River Rural San Juan County, New Mexico New Mexico United States This bridge and road is listed as private. Approach and view from the west. Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 2 0 0 Unknown 7 9 120 36.58 120 36.58 0 0 https://historicbridges.org/newmexico/road2290animasriver/little_road2290animasriver_1334_5_6bal_small.jpg https://historicbridges.org/newmexico/road2290animasriver/little_road2290animasriver_1334_5_6bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/road2290animasriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.955480,-107.883080
6039 Old US-550 Bridge This excellent example of a state design truss bridge has been bypassed by two new modern highway bridges. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 36.933160 -107.893890 US-550 (Abandoned Alignment) Animas River Cedar Hill San Juan County, New Mexico New Mexico United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Warren Rivet-Connected Pony Truss Fixed 10 2 1933 0 Unknown 6 7 200 60.96 350 106.68 20 6.1 https://historicbridges.org/newmexico/us550bridge/little_us550bridge_1145_small.jpg https://historicbridges.org/newmexico/us550bridge/little_us550bridge_1145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/us550bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.933160,-107.893890
6040 Durango Railroad Bridge This unique bridge offers outstanding examples of three distinct bridge types including a rare timber pony truss. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 37.280200 -107.876010 Railroad (Durango and Silverton Narrow Gauge Railroad) Animas River Durango La Plata County, Colorado Colorado United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Wood Howe Pony Truss Fixed 8 2 1888 1936 Unknown 9 9 125 38.1 253 77.11 0 0 https://historicbridges.org/colorado/durangorailroadbridge/little_durangorailroadbridge_1718_19_20bal_small.jpg https://historicbridges.org/colorado/durangorailroadbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=colorado/durangorailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.280200,-107.876010
6041 ! Bluff Dale Bridge Bluff Dale Suspension Bridge This bridge is the oldest cable-stayed bridge in Texas and one of the oldest known in the country. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pony truss stiffening wire cable cable-stayed, fixed. The bridge was primarily built by Runyon Bridge Company of Weatherford, Texas. The bridge was primarily designed by Edwin Elijah Runyon. 32.353980 -98.025990 CR 149 (Berrys Creek Road) Paluxy River Near Bluff Dale Erath County, Texas Texas United States Metal Pony Truss Stiffening Wire Cable Cable-Stayed Fixed 0 3 0 0 1890 1934 Runyon Bridge Company of Weatherford, Texas Edwin Elijah Runyon 9 10 140 42.67 519.3 158.28 10.5 3.2 https://historicbridges.org/texas/bluffdalesuspension/little_bluffdaleadd_2682_3_4r_small.jpg https://historicbridges.org/texas/bluffdalesuspension/little_bluffdaleadd_2682_3_4r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bluffdalesuspension/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.353980,-98.025990
6042 ! Kelley Crossing Bridge This rare and significant bowstring has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 29.881920 -97.630240 CR 186 (Old Kelly Road) Plum Creek Rural Caldwell County, Texas Texas United States Metal Lenticular Pin-Connected Pony Truss Fixed 6 1 0 0 1895 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 89 27.13 90 27.43 11.5 3.51 https://historicbridges.org/texas/kelleycrossing/little_kelleycrossing_add_8390_small.jpg https://historicbridges.org/texas/kelleycrossing/little_kelleycrossing_add_8390.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/kelleycrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.881920,-97.630240
6043 ! Soda Springs Road Bridge This rare and significant bowstring has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 29.718680 -97.599650 Soda Springs Road (CR 130) Plum Creek Rural Caldwell County, Texas Texas United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 0 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 75 22.86 181 55.17 11.8 3.6 https://historicbridges.org/texas/plumlenticular/little_sodasprings_add_9032_small.jpg https://historicbridges.org/texas/plumlenticular/little_sodasprings_add_9032.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/plumlenticular/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.718680,-97.599650
6044 ! Bahia Honda Bridge This bridge is one of the longest pin-connected truss bridges in the country and one of the largest bridges of the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a 247.5 ft (75.44 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York and Terry and Tench of New York, New York. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. 24.655070 -81.288420 Pedestrian Walkway and Abandoned Road (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) Bahia Honda Channel Big Pine Key Monroe County, Florida Florida United States Metal Parker Pin-Connected Through Truss Fixed 9 1 Metal Pratt Multiple-Type-Connected Through Truss Fixed 0 35 1912 1938 American Bridge Company of New York, New York and Terry and Tench of New York, New York Joseph C. Meredith and William J. Krome 9 10 247.5 75.44 5056 1541.07 0 0 https://historicbridges.org/florida/bahiahonda/little_bahiahonda_5183_small.jpg https://historicbridges.org/florida/bahiahonda/little_bahiahonda_5183.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bahiahonda/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.655070,-81.288420
6045 Sheckels Bridge This is one of a couple historic bridges that were relocated and preserved as exhibits in Rockdale Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by J. F. Brown. 30.657720 -96.994840 Pedestrian Walkway Park Grounds Rockdale Milam County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 5 1 0 0 1923 2003 J. F. Brown 6 6 79 24.08 134.8 41.09 13.8 4.21 https://historicbridges.org/texas/sheckels/little_sheckelsbridgeadd_4610_small.jpg https://historicbridges.org/texas/sheckels/little_sheckelsbridgeadd_4610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sheckels/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.657720,-96.994840
6046 Galbreath Crossing Bridge This rare bedstead truss bridge is one of a couple historic bridges that were relocated and preserved as exhibits in Rockdale Bridge Park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by El Paso Bridge and Iron Company of El Paso, Texas. 30.658160 -96.994690 Pedestrian Walkway Park Grounds Rockdale Milam County, Texas Texas United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 1912 2015 El Paso Bridge and Iron Company of El Paso, Texas 8 7 70 21.34 70 21.34 0 0 https://historicbridges.org/texas/galbreath/little_galbreathcrossingbridgeadd_4721_2_3vib_small.jpg https://historicbridges.org/texas/galbreath/little_galbreathcrossingbridgeadd_4721_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/galbreath/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.658160,-96.994690
6047 Piano Bridge This classic King Bridge Company Pratt truss was the lucky recipient of a full in-kind restoration for continued vehicular use! The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 29.727310 -96.845390 Piano Bridge Road East Navidad River Rural Fayette County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1885 2012 King Bridge Company of Cleveland, Ohio 7 7 79 24.08 122 37.19 11.5 3.51 https://historicbridges.org/texas/piano/little_pianobridgeadd_0782_small.jpg https://historicbridges.org/texas/piano/little_pianobridgeadd_0782.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/piano/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.727310,-96.845390
6048 Wildcat Bridge This is one of two similar historic metal truss bridges in the county that received an in-kind restoration for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 30.944850 -96.733380 Wildcat Bridge Road Little Brazos River Rural Robertson County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 7 1920 2013 Unknown 7 7 150 45.72 326 99.36 14.8 4.51 https://historicbridges.org/texas/wildcat/little_wildcatbridgeadd_6759_small.jpg https://historicbridges.org/texas/wildcat/little_wildcatbridgeadd_6759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wildcat/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.944850,-96.733380
6049 Providence Road Bridge This is one of two similar historic metal truss bridges in the county that received an in-kind restoration for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 30.923480 -96.658140 Providence Road Little Brazos River Rural Robertson County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 2013 Unknown 7 7 150 45.72 184 56.08 14.8 4.51 https://historicbridges.org/texas/providence/little_providenceroadbridgeadd_6501_small.jpg https://historicbridges.org/texas/providence/little_providenceroadbridgeadd_6501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/providence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.923480,-96.658140
6050 Hope Memorial Bridge American Legion Park Bridge This rare cast and wrought iron bowstring pony truss bridge has some unusual design details. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 31.080880 -96.979120 Pedestrian Walkway Local Stream Rosebud Falls County, Texas Texas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 5 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 70 21.34 70 21.34 11 3.35 https://historicbridges.org/texas/rosebud/little_rosebudadd_7176_small.jpg https://historicbridges.org/texas/rosebud/little_rosebudadd_7176.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rosebud/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.080880,-96.979120
6052 Moore's Crossing Bridge This extremely rare multi-span Whipple truss is also a noteworthy surviving example of a major urban 19th century pin-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 30.169210 -97.663670 Moores Bridge Road Onion Creek Austin Travis County, Texas Texas United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 3 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 1884 1922 King Bridge Company of Cleveland, Ohio 9 9 150 45.72 534 162.76 15 4.57 https://historicbridges.org/texas/moorescrossing/little_moorescrossing_add_6572_small.jpg https://historicbridges.org/texas/moorescrossing/little_moorescrossing_add_6572.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/moorescrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.169210,-97.663670
6053 Cameron Bridge This uncommon pin-connected Parker truss with a truss shape consisting of only four slopes has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by C. Q. Horton of Austin, Texas. 30.856040 -96.935950 CR-227 Little River Cameron Milam County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 8 1 0 0 0 0 C. Q. Horton of Austin, Texas 8 8 160 48.77 0 0 0 0 https://historicbridges.org/texas/cameron/little_cameronbridgeadd_7623_small.jpg https://historicbridges.org/texas/cameron/little_cameronbridgeadd_7623.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cameron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.856040,-96.935950
6054 Bastrop Bridge This early state highway Parker truss has been bypassed and preserved for pedestrian used. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Kansas City Bridge Company of Kansas City, Missouri. 30.109790 -97.322690 Pedestrian Walkway (Former TX-150, Chestnut Street) Colorado River Bastrop Bastrop County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 9 3 Concrete T-Beam Fixed 0 18 1922 0 Kansas City Bridge Company of Kansas City, Missouri 6 7 195 59.44 1285 391.67 19 5.79 https://historicbridges.org/texas/bastropbridge/little_bastropbridgeadd_2147_small.jpg https://historicbridges.org/texas/bastropbridge/little_bastropbridgeadd_2147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bastropbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.109790,-97.322690
6055 Hermis Road Bridge Mulberry Creek Bridge, Wolters Park Bridge This is a rare and very old surviving example of a bedstead truss bridge, and it has been relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by A. J. Tullock and Company of Leavenworth, Kansas (Missouri Valley Bridge and Iron Company of Leavenworth, Kansas). 29.674040 -96.910830 Pedestrian Walkway Local Drain Schulenburg Fayette County, Texas Texas United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 1888 2001 A. J. Tullock and Company of Leavenworth, Kansas (Missouri Valley Bridge and Iron Company of Leavenworth, Kansas) 8 9 60 18.29 61.7 18.81 11.8 3.6 https://historicbridges.org/texas/mulberrycreek/little_hermisroadbridgeadd_0473_small.jpg https://historicbridges.org/texas/mulberrycreek/little_hermisroadbridgeadd_0473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mulberrycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.674040,-96.910830
6056 Willow Springs Road Bridge This bridge is an excellent example of a King Bridge Company through truss, and it has attractive fishbelly floorbeams which survive on the bridge. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio, S. A. Oliver, Agent. 29.954580 -96.633600 Willow Springs Road Cummins Creek Rural Fayette County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1885 0 King Bridge Company of Cleveland, Ohio, S. A. Oliver, Agent 7 7 99 30.18 149 45.42 11.8 3.6 https://historicbridges.org/texas/willowspringsroad/little_willowspringsroadbridgeadd_1190_small.jpg https://historicbridges.org/texas/willowspringsroad/little_willowspringsroadbridgeadd_1190.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/willowspringsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.954580,-96.633600
6057 Regency Suspension Bridge Texas has very few suspension bridges, and as such this bridge stands out as rare in the state. The technical description of the main or most noteworthy span of the bridge is a 344.2 ft (104.91 m) metal wire cable suspension, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 31.410650 -98.846260 CR-433 Colorado River Rural Mills County, Texas and San Saba County, Texas Texas United States Metal Wire Cable Suspension Fixed 0 1 0 3 1939 1999 Austin Bridge Company of Dallas, Texas 7 7 344.2 104.91 403 122.83 14.4 4.39 https://historicbridges.org/texas/regencysuspension/little_regencysuspensionbridgeadd_6458_small.jpg https://historicbridges.org/texas/regencysuspension/little_regencysuspensionbridgeadd_6458.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/regencysuspension/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.410650,-98.846260
6058 Oak Forest Bridge This attractive pin-connected Parker truss span was relocated and preserved for pedestrians in a park setting. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Ottumwa Bridge Company of Ottumwa, Iowa. 29.509100 -97.429610 Pedestrian Walkway Kerr Creek Gonzales Gonzales County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1913 2003 Ottumwa Bridge Company of Ottumwa, Iowa 7 7 140 42.67 176 53.64 14.8 4.51 https://historicbridges.org/texas/oakforest/little_oakforestbridgeadd_9815_small.jpg https://historicbridges.org/texas/oakforest/little_oakforestbridgeadd_9815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oakforest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.509100,-97.429610
6059 CR-204 Bridge This pin-connected through truss bridge is noted for its span length and ornamental portal bracing. The technical description of the main or most noteworthy span of the bridge is a 138 ft (42.06 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 31.217950 -98.796860 CR-204 San Saba River Rural San Saba County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 2 1891 2013 King Bridge Company of Cleveland, Ohio 7 7 138 42.06 182 55.47 14.8 4.51 https://historicbridges.org/texas/sansabariver/little_cr204bridgeadd_8166_small.jpg https://historicbridges.org/texas/sansabariver/little_cr204bridgeadd_8166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sansabariver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.217950,-98.796860
6060 Connel Bridge Connel's Ferry Bridge This unique bridge features unusual member angles and inclines, resulting in a striking appearance that looks ahead of its time The technical description of the main or most noteworthy span of the bridge is a 524 ft (159.72 m) metal cantilever rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Arrol’s Bridge and Roof Company of Glasgow, Scotland. The bridge was primarily designed by John Wolfe Barry. 56.456250 -5.391540 A828 Loch Etive Connel Argyll and Bute, Scotland Scotland United Kingdom Metal Baltimore Rivet-Connected Through Truss Fixed 32 Cantilever 3 Stone Semicircular Deck Arch 0 6 1903 0 Arrol’s Bridge and Roof Company of Glasgow, Scotland John Wolfe Barry 9 10 524 159.72 1025 312.42 21 6.4 https://historicbridges.org/unitedkingdom/connelbridge/little_connelbridge_0230_1_2v_small.jpg https://historicbridges.org/unitedkingdom/connelbridge/little_connelbridge_0230_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/connelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.456250,-5.391540
6061 ! Slayden Bridge This bridge is one of several unusual Pratt truss bridges in this county which are noted for a unique ornamental portal bracing design. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. 29.563500 -97.543770 CR-232 San Marcos River Rural Gonzales County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 6 1915 0 New Jersey Steel and Iron Company of Trenton, New Jersey 7 7 98 29.87 275 83.82 16 4.88 https://historicbridges.org/texas/slayden/little_slaydenbridgeadd_9428_small.jpg https://historicbridges.org/texas/slayden/little_slaydenbridgeadd_9428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/slayden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.563500,-97.543770
6062 Dodds Creek Bridge This beautiful and rare lenticular pony truss was relocated and reused as a pedestrian bridge along Main Street in Salado. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 30.948340 -97.536780 Pedestrian Walkway (Main Street) Salado Creek Salado Bell County, Texas Texas United States Metal Lenticular Pin-Connected Pony Truss Fixed 6 1 0 0 1889 1997 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 87 26.52 87 26.52 13.8 4.21 https://historicbridges.org/texas/doddscreek/little_doddscreekbridgeadd_8913_4_5r_small.jpg https://historicbridges.org/texas/doddscreek/little_doddscreekbridgeadd_8913_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/doddscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.948340,-97.536780
6063 Rogers Street Bridge This truss bridge has been bypassed by a modern bridge but with conversion to a pedestrian bridge remains in use in its original location. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 32.382040 -96.850420 Rogers Street (Pedestrian Walkway) Waxahachie Creek Waxahachie Ellis County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 6 1889 2004 Wrought Iron Bridge Company of Canton, Ohio 7 7 100 30.48 190 57.91 13 3.96 https://historicbridges.org/texas/rogersstreet/little_rogersstreetbridgewaxahachietexas3847402500_396ea27813_o_small.jpg https://historicbridges.org/texas/rogersstreet/little_rogersstreetbridgewaxahachietexas3847402500_396ea27813_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rogersstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.382040,-96.850420
6064 Rio Hondo Bridge NM-395 Bridge This bridge was relocated many decades ago and more recently received an in-kind restoration to repair truck damage. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 33.366900 -105.243710 NM-395 (Alamo Canyon Road) Rio Hondo Rural Lincoln County, New Mexico New Mexico United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1927 2017 Virginia Bridge and Iron Company of Roanoke, Virginia 5 7 140 42.67 145 44.2 19 5.79 https://historicbridges.org/newmexico/nm395/little_20171102_165320_small.jpg https://historicbridges.org/newmexico/nm395/little_20171102_165320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newmexico/nm395/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.366900,-105.243710
6065 Rio Grande Railroad Bridge South This is one of two impressive and uncommon pin-connected railroad deck truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 31.787410 -106.527680 Railroad (Union Pacific) Rio Grande El Paso El Paso County, Texas and Doña Ana County, New Mexico Texas United States Metal Pratt Pin-Connected Deck Truss Fixed 7 5 Metal Deck Girder Fixed 0 8 1903 1917 Phoenix Bridge Company of Phoenixville, Pennsylvania 7 8 185 56.39 1692.5 515.87 0 0 https://historicbridges.org/texas/riogranderrsouth/little_oldelpasosouthwesternrailroadriograndebridgeelpasotexas31833902301_125da671c7_o_small.jpg https://historicbridges.org/texas/riogranderrsouth/little_oldelpasosouthwesternrailroadriograndebridgeelpasotexas31833902301_125da671c7_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riogranderrsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.787410,-106.527680
6066 Rio Grande Railroad Bridge North This is one of two impressive and uncommon pin-connected railroad deck truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 31.788860 -106.527150 Railroad (Union Pacific) Rio Grande El Paso El Paso County, Texas and Doña Ana County, New Mexico Texas United States Metal Pratt Pin-Connected Deck Truss Fixed 7 3 Metal Warren Rivet-Connected Deck Truss Fixed 6 5 0 1917 Unknown 7 8 180 54.86 1152 351.13 0 0 https://historicbridges.org/texas/riogranderrnorth/little_oldsouthernpacificrailroadbridgeelpasotexas31110355264_409536035d_o_small.jpg https://historicbridges.org/texas/riogranderrnorth/little_oldsouthernpacificrailroadbridgeelpasotexas31110355264_409536035d_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riogranderrnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.788860,-106.527150
6067 Brackenridge Park Bridge This beautiful bridge is one of the shortest lenticular through truss bridges around. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 29.463280 -98.469250 Brackenridge Way San Antonio River San Antonio Bexar County, Texas Texas United States Metal Lenticular Pin-Connected Through Truss Fixed 7 1 0 0 1890 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 92 28.04 95 28.96 28.2 8.6 https://historicbridges.org/texas/brackenridgelenticular/little_brackenridgeparkbridge_8611_small.jpg https://historicbridges.org/texas/brackenridgelenticular/little_brackenridgeparkbridge_8611.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brackenridgelenticular/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.463280,-98.469250
6068 Augusta Street Bridge This lenticular truss bridge has unique ornamentation not found on lenticular truss bridges in the rest of the country. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 29.430350 -98.492550 Augusta Street San Antonio River San Antonio Bexar County, Texas Texas United States Metal Lenticular Pin-Connected Pony Truss Fixed 7 1 0 0 1890 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 98 29.87 101 30.78 25.6 7.8 https://historicbridges.org/texas/augustastreet/little_augustastreetbridge_6370_small.jpg https://historicbridges.org/texas/augustastreet/little_augustastreetbridge_6370.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/augustastreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430350,-98.492550
6069 Crockett Street Bridge One of several rare lenticular truss bridges found within the city of San Antonio. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 29.425060 -98.488570 Crockett Street San Antonio River San Antonio Bexar County, Texas Texas United States Metal Lenticular Pin-Connected Pony Truss Fixed 6 1 0 0 1891 2017 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 84 25.6 86 26.21 20 6.1 https://historicbridges.org/texas/crockettstreet/little_crockettstreetbridge_4465_small.jpg https://historicbridges.org/texas/crockettstreet/little_crockettstreetbridge_4465.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/crockettstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425060,-98.488570
6070 South Presa Street Bridge One of several rare lenticular truss bridges found within the city of San Antonio. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 29.422660 -98.489670 South Presa Street San Antonio River San Antonio Bexar County, Texas Texas United States Metal Lenticular Pin-Connected Pony Truss Fixed 7 1 0 0 1890 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 100 30.48 100 30.48 20.7 6.31 https://historicbridges.org/texas/southpresa/little_southpresastreetbridge_3436_small.jpg https://historicbridges.org/texas/southpresa/little_southpresastreetbridge_3436.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/southpresa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422660,-98.489670
6071 Gauxholme Viaduct Todmorden - Gauxholme No. 2 Viaduct This amazing cast iron arch has been left in place as a remarkable example of its type, although plate girders carry the load of traffic today. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal tied through arch, fixed. The bridge was primarily built by Joseph Butler and Company of Stanningley, England. The bridge was primarily designed by George Stephenson. 53.706320 -2.106660 Railroad (Manchester and Leeds Railway) Rochdale Canal Todmorden Yorkshire and the Humber, England England United Kingdom Metal Tied Through Arch Fixed 0 1 0 0 1840 1906 Joseph Butler and Company of Stanningley, England George Stephenson 9 10 102 31.09 153 46.63 26 7.92 https://historicbridges.org/unitedkingdom/gauxholmeviaduct/little_gauxholmeviaduct_9431_2_3v_small.jpg https://historicbridges.org/unitedkingdom/gauxholmeviaduct/little_gauxholmeviaduct_9431_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/gauxholmeviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.706320,-2.106660
6072 Th' Iron Donger Scowcroft Bridge This amazing cast iron arch has been left in place as a remarkable example of its type, although plate girders carry the load of traffic today. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) metal tied through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Thomas Longridge Gooch and George Stephenson. 53.555800 -2.171630 Railroad (Abandoned Manchester and Leeds Railway) Rochdale Canal Oldham (Chadderton) North West, England England United Kingdom Metal Tied Through Arch Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 1 1863 0 Unknown Thomas Longridge Gooch and George Stephenson 9 10 73 22.25 153 46.63 23 7.01 https://historicbridges.org/unitedkingdom/irondonger/little_irondonger_7481_2_3b_small.jpg https://historicbridges.org/unitedkingdom/irondonger/little_irondonger_7481_2_3b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondonger/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.555800,-2.171630
6073 Gleaves Road Bridge Located on a former Norfolk and Western railroad line, the railroad and rare Phoenix Column bridge was converted to a highway bridge. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 36.833750 -81.094180 Gleaves Road (VA-619) Cripple Creek Rural Wythe County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 1948 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 128 39.01 147 44.81 12 3.66 https://historicbridges.org/virginia/gleavesroadbridge/little_gleavesroadbridge_9668_69_70vibra_small.jpg https://historicbridges.org/virginia/gleavesroadbridge/little_gleavesroadbridge_9668_69_70vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gleavesroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.833750,-81.094180
6074 Rocky Gap Bridge Wolf Creek Bridge This rare Phoenix Column truss bridge sits abandoned and forgotten, and is worthy of reuse and preservation. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 37.243550 -81.102400 VA-61 (Old Alignment) Wolf Creek Rural Bland County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 1946 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 206 62.79 206 62.79 16 4.88 https://historicbridges.org/virginia/rockygapbridge/little_rockygapbridge_9836_small.jpg https://historicbridges.org/virginia/rockygapbridge/little_rockygapbridge_9836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/rockygapbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.243550,-81.102400
6075 Hawthorne Street Bridge This rare Phoenix Column truss bridge was widened and rehabilitated multiple times for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 37.790070 -79.993890 Hawthorne Street Railroad (CSX) Covington Covington Independent City, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 2006 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 8 81 24.69 81 24.69 22 6.71 https://historicbridges.org/virginia/covingtonrailroadbridge/little_covingtonrailroadbridge_1900_1_2vibra_small.jpg https://historicbridges.org/virginia/covingtonrailroadbridge/little_covingtonrailroadbridge_1900_1_2vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/covingtonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.790070,-79.993890
6076 McPherson's Ford Bridge McKinney's Hollow Bridge Noted for its three span configuration this is one of the best surviving examples of the standard Pratt truss sold by the Pittsburgh Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents. 37.792070 -79.759210 VA-633 (McKinney Hollow Road) Cowpasture River Rural Alleghany County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 3 0 0 1896 1948 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania, Nelson and Buchanan of Chambersburg, Pennsylvania Agents 9 9 107 32.61 318 96.93 14.8 4.51 https://historicbridges.org/virginia/mcphersonsfordbridge/little_mcphersonsfordbridge_2692_3_4vibra_small.jpg https://historicbridges.org/virginia/mcphersonsfordbridge/little_mcphersonsfordbridge_2692_3_4vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/mcphersonsfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.792070,-79.759210
6078 Roaring Run Bridge This is a rare cast and wrought iron bowstring truss bridge that was relocated and reused at this rest stop. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is located at the northbound I-81 Rest Stop, past Exit 128 (Route 603). 37.239200 -80.224450 Pedestrian Walkway Local Drain Rural Montgomery County, Virginia Virginia United States This bridge is located at the northbound I-81 Rest Stop, past Exit 128 (Route 603). Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 4 1 0 0 1878 1977 King Bridge Company of Cleveland, Ohio 9 9 54 16.46 54 16.46 0 0 https://historicbridges.org/virginia/roaringrunbridge/little_roaringrunbridge_0803_small.jpg https://historicbridges.org/virginia/roaringrunbridge/little_roaringrunbridge_0803.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/roaringrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.239200,-80.224450
6079 Pembroke Bridge Bypassed and abandoned, this bridge is noted for its length and variety of span types. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 37.314860 -80.643650 River Road (VA-623) New River Rural Giles County, Virginia Virginia United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 2 Metal Queenpost Rivet-Connected Deck Truss Fixed 3 0 1916 0 Virginia Bridge and Iron Company of Roanoke, Virginia 8 8 208 63.4 792 241.4 0 0 https://historicbridges.org/virginia/pembrokebridge/little_pembrokebridge_0386_7_8vibra_small.jpg https://historicbridges.org/virginia/pembrokebridge/little_pembrokebridge_0386_7_8vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/pembrokebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.314860,-80.643650
6080 ! Long Bridge This impressive railroad swing bridge stands out as unusual among the collection of bridges in Washington, DC. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 38.873520 -77.039470 Railroad (CSX, Amtrak, Virginia Railway Express) Potomac River Washington and Arlington District of Columbia and Arlington County, Virginia District of Columbia and Virginia United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Through Girder Fixed 0 22 1904 1943 Unknown 8 8 275 83.82 2529 770.84 28.6 8.72 https://historicbridges.org/dc/potomacrailroadbridge/little_potomacrailroadbridge_6865_small.jpg https://historicbridges.org/dc/potomacrailroadbridge/little_potomacrailroadbridge_6865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/potomacrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.873520,-77.039470
6081 Upper Bridge Slate Run Bridge This bridge is both beautiful and a truly unique bridge noted for its unusual design and ornamentation, and it has been preserved in this scenic area. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal rivet-connected Lattice (Quintuple Warren) through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.486270 -77.497080 PA-414 Pine Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Lattice (Quintuple Warren) Rivet-Connected Through Truss Fixed 0 1 0 0 1890 2002 Berlin Iron Bridge Company of East Berlin, Connecticut 9 10 203 61.87 207 63.09 15 4.57 https://historicbridges.org/pennsylvania/slaterun/little_slaterun_1126_small.jpg https://historicbridges.org/pennsylvania/slaterun/little_slaterun_1126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/slaterun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486270,-77.497080
6082 Jersey Shore Bridge Pine Creek Bridge One of the two longest Berlin Iron Bridge Co. lenticular truss bridges in the country, which are also the only ones using a Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 287 ft (87.48 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.180830 -77.278830 River Road (PA-3003) Pine Creek Near Jersey Shore Lycoming County, Pennsylvania and Clinton County, Pennsylvania Pennsylvania United States Metal Lenticular Pin-Connected Through Truss Fixed 0 1 0 0 1889 2011 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 287 87.48 290 88.39 16 4.88 https://historicbridges.org/pennsylvania/jerseyshore/little_jerseyshore_0055_small.jpg https://historicbridges.org/pennsylvania/jerseyshore/little_jerseyshore_0055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerseyshore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.180830,-77.278830
6083 Rogers Bridge Although partially collapsed and very deteriorated, this bridge retains enough of itself to reveal its unusual and very old design. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal multiple-type-connected Pratt pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. Special note about bridge location: Location is approximate. This bridge is on private property and not open or accessible to the public. 40.791700 -80.621940 Abandoned Driveway Little Bull Creek Tributary Rogers Columbiana County, Ohio Ohio United States Location is approximate. This bridge is on private property and not open or accessible to the public. Metal Pratt Multiple-Type-Connected Pony Truss Fixed 8 1 0 0 0 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 29 8.84 0 0 0 0 https://historicbridges.org/ohio/rogers/little_cimg3913_small.jpg https://historicbridges.org/ohio/rogers/little_cimg3913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rogers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.791700,-80.621940
6084 Edmunds Road Bridge This bridge is noted for its very unusual design that illustrates that this is a very old metal truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 43.468850 -75.241770 Edmunds Road Black River Rural Oneida County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 2 0 0 1879 1962 Unknown 9 9 60 18.29 121.7 37.09 11.5 3.51 https://historicbridges.org/newyork/edmunds/little_edmundsrd213b_small.jpg https://historicbridges.org/newyork/edmunds/little_edmundsrd213b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/edmunds/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.468850,-75.241770
6085 Cooper's Tubular Arch Bridge This is the only surviving example in the country of an unusual patented Phoenix column bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Bowstring pony truss, fixed. The bridge was primarily built by Melvin A. Nash of Fort Edward, New York. The bridge was primarily designed by William B. Cooper. 43.043980 -76.038400 Pedestrian Walkway Erie Canal (Original Canal) Dewitt Onondaga County, New York New York United States Metal Bowstring Pin-Connected Pony Truss Fixed 6 1 0 0 1886 1975 Melvin A. Nash of Fort Edward, New York William B. Cooper 9 10 59 17.98 61.7 18.81 0 0 https://historicbridges.org/newyork/coopers/little_coopers23_small.jpg https://historicbridges.org/newyork/coopers/little_coopers23.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/coopers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.043980,-76.038400
6086 Hadley Bow Bridge Stewart's Bridge This is the only known surviving example of a half-through lenticular truss, and it also has a pony truss lenticular approach span. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Lenticular combination (half-deck/pony) truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 43.313950 -73.845000 Old Corinth Road Sacandaga River Rural Saratoga County, New York New York United States Metal Lenticular Pin-Connected Combination (Half-Deck/Pony) Truss Fixed 9 1 Metal Lenticular Pin-Connected Pony Truss Fixed 3 1 1885 2006 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 136 41.45 180 54.86 17 5.18 https://historicbridges.org/newyork/bow/little_bowbr32_small.jpg https://historicbridges.org/newyork/bow/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.313950,-73.845000
6087 Talcottville Bridge This is a rare cast iron Whipple arch bowstring truss bridge that was relocated and preserved. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Squire Whipple. 43.478650 -75.324140 Pedestrian Walkway Black River Canal Boonville Oneida County, New York New York United States Metal (Cast Iron) Bowstring Pony Truss Fixed 7 1 0 0 0 2001 Unknown Squire Whipple 9 10 77 23.47 77 23.47 0 0 https://historicbridges.org/newyork/blackrivercanalwhipple/little_blackrivercanalwhipple2_small.jpg https://historicbridges.org/newyork/blackrivercanalwhipple/little_blackrivercanalwhipple2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/blackrivercanalwhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478650,-75.324140
6088 Lattice Bridge This classic Wrought Iron Bridge Company Whipple truss bridge sits abandoned. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.437300 -78.129680 Lattice Bridge Road Genesee River Rural Allegany County, New York New York United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1887 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 170 51.82 173 52.73 14.8 4.51 https://historicbridges.org/newyork/caneadeawhipple/little_caneadeawhipple4_small.jpg https://historicbridges.org/newyork/caneadeawhipple/little_caneadeawhipple4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/caneadeawhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.437300,-78.129680
6089 Burdick Avenue Bridge This rare cast and wrought iron bowstring pony truss is also noted for a skew. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 43.099660 -75.697080 Burdick Avenue Cowaselon Creek Rural Madison County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 5 1 0 0 0 1972 King Bridge Company of Cleveland, Ohio 9 9 35.8 10.91 39.7 12.1 11.8 3.6 https://historicbridges.org/newyork/oneida/little_oneida3_small.jpg https://historicbridges.org/newyork/oneida/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oneida/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.099660,-75.697080
6090 Lower Turnpike Bridge This is a beautiful and rare example of a truss bridge with patented Phoenix columns, and also rare for its Baltimore configuration. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 43.453630 -73.340140 Lower Turnpike Road Mettawee River Granville Washington County, New York New York United States Metal Baltimore Pin-Connected Through Truss Fixed 10 1 0 0 1889 2013 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 161 49.07 169 51.51 13 3.96 https://historicbridges.org/newyork/lowerturnpike/little_lwrtpkere-opened51b_small.jpg https://historicbridges.org/newyork/lowerturnpike/little_lwrtpkere-opened51b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lowerturnpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.453630,-73.340140
6091 West Road Bridge This is a rare and very short Whipple truss bridge with Phoenix columns that has been preserved as part of a snowmobile trail. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 43.557160 -75.408900 West Road (Old Alignment, Snowmobile Trail) Sugar River Rural Lewis County, New York New York United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 7 1 0 0 1888 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 88 26.82 92 28.04 14 4.27 https://historicbridges.org/newyork/highmarket/little_highmarketwhipple30_small.jpg https://historicbridges.org/newyork/highmarket/little_highmarketwhipple30.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/highmarket/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.557160,-75.408900
6092 Pierceville Bridge Lazy Brook Park Bridge An early example of one of the rarest and most beautiful bridge types in the country, this bridge was relocated and preserved in this park. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). 41.552490 -75.897570 Pedestrian Walkway Tunkhannock Creek Flood Relief Channel Tunkhannock Wyoming County, Pennsylvania Pennsylvania United States Metal Lenticular Pin-Connected Through Truss Fixed 8 1 0 0 1881 2018 Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) 9 9 113 34.44 115.2 35.11 12 3.66 https://historicbridges.org/pennsylvania/piercevillelazybrook/little_2_small.jpg https://historicbridges.org/pennsylvania/piercevillelazybrook/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/piercevillelazybrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.552490,-75.897570
6093 Crystal Springs Street Bridge Telegraph Road Bridge / M-86 Bridge This is a good example of a 1920s pony truss built to a standard plan that has been relocated two times in its history. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 41.925380 -86.206070 Crystal Springs Street Dowagiac River Rural Cass County, Michigan Michigan United States Metal Camelback Rivet-Connected Pony Truss Fixed 8 1 0 0 1923 2018 Unknown Michigan State Highway Department 6 8 90 27.43 90 27.43 27 8.23 https://historicbridges.org/michigan/crystalsprings/little_jasonholloway-20220216_102104_small.jpg https://historicbridges.org/michigan/crystalsprings/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crystalsprings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.925380,-86.206070
6094 Old Richardsville Road Bridge David Garvin Memorial Bridge This extremely rare multi-span bowstring truss bridge has an unusual history that is not fully understood. The technical description of the main or most noteworthy span of the bridge is a 138.8 ft (42.31 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.020760 -86.447390 Old Richardsville Road Barren River Bowling Green Warren County, Kentucky Kentucky United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 3 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 138.8 42.31 422 128.63 11.2 3.41 https://historicbridges.org/kentucky/oldrichardsvilleroad/little_oldrichardsvilleroad_9249_small.jpg https://historicbridges.org/kentucky/oldrichardsvilleroad/little_oldrichardsvilleroad_9249.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/oldrichardsvilleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.020760,-86.447390
6095 College Street Bridge This attractive pin-connected Pratt truss span is appreciated by the community making this a local landmark. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 37.001250 -86.430340 College Street Barren River Bowling Green Warren County, Kentucky Kentucky United States Metal Pratt Pin-Connected Through Truss Fixed 7 3 Metal Warren Rivet-Connected Pony Truss Fixed 4 0 1915 0 Vincennes Bridge Company of Vincennes, Indiana 7 8 119 36.27 420 128.02 17.4 5.3 https://historicbridges.org/kentucky/bowlinggreen/little_bowlinggreen_9807_8_9vib_small.jpg https://historicbridges.org/kentucky/bowlinggreen/little_bowlinggreen_9807_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bowlinggreen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.001250,-86.430340
6096 Bowling Green Railroad Bridge Louisville and Nashville Railroad Bridge This is an imposing railroad bridge that soars over the Barren River. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 37.003190 -86.432100 Railroad (CSX) Barren River Bowling Green Warren County, Kentucky Kentucky United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 7 200 60.96 434 132.28 13 3.96 https://historicbridges.org/kentucky/bowlinggreenrailroad/little_bowlinggreenrailroad_9012_small.jpg https://historicbridges.org/kentucky/bowlinggreenrailroad/little_bowlinggreenrailroad_9012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/bowlinggreenrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.003190,-86.432100
6097 Steele Creek Bridge This is a presentation of Squire Whipple's cast iron top chord used in his bowstring truss bridges, but is used on a Pratt truss here. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Squire Whipple. Special note about bridge location: This bridge is located on a private driveway but is visible from the nearby public road. 42.978030 -75.093780 Private Driveway Steele Creek Rural Herkimer County, New York New York United States This bridge is located on a private driveway but is visible from the nearby public road. Metal (Cast Iron) Pratt Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown Squire Whipple 9 9 0 0 0 0 0 0 https://historicbridges.org/newyork/iliongorgewhipple/little_marciliongorgewhipple10_small.jpg https://historicbridges.org/newyork/iliongorgewhipple/little_marciliongorgewhipple10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/iliongorgewhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.978030,-75.093780
6098 Jenne Lane Bridge Jenne Road Bridge This abandoned bridge is a bowstring truss bridge of highly unusual design. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 42.772010 -75.727440 Jenne Lane (Jenne Road) Otselic Creek Rural Madison County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 9 9 30 9.14 30 9.14 0 0 https://historicbridges.org/newyork/jennelane/little_marcjenne027_small.jpg https://historicbridges.org/newyork/jennelane/little_marcjenne027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/jennelane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.772010,-75.727440
6099 Yellow Creek Church Road Bridge This is a very old railroad truss bridge that was relocated and reused as a highway bridge. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.674880 -80.882290 Yellow Creek Church Road Railroad (Norfolk Southern) Rural Columbiana County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 1986 Unknown 8 9 106 32.31 107 32.61 13.5 4.11 https://historicbridges.org/ohio/yellowcreekchurch/little_yellowcreekchurchroadbridge_9011_small.jpg https://historicbridges.org/ohio/yellowcreekchurch/little_yellowcreekchurchroadbridge_9011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/yellowcreekchurch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.674880,-80.882290
6100 Lisbon Bridge Columbiana County Fairgrounds Bridge After being in storage for decades, this rare bowstring truss bridge was relocated and restored for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 102.7 ft (31.3 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.782980 -80.767030 Pedestrian Walkway Ravine Lisbon Columbiana County, Ohio Ohio United States Metal Bowstring Pony Truss Fixed 12 1 Threaded Rod-Nut Connected 0 1 1872 2017 Massillon Bridge Company of Massillon, Ohio 9 9 102.7 31.3 183 55.78 10 3.05 https://historicbridges.org/ohio/lisbonbridge/little_lisbonbridge_8819_small.jpg https://historicbridges.org/ohio/lisbonbridge/little_lisbonbridge_8819.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lisbonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.782980,-80.767030
6101 Echo Dell Road Bridge This classic Pratt truss bridge with attractive plaques has been rehabilitated for vehicular traffic in this scenic park setting. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Concrete and Construction Company of Canton Ohio and Canton Bridge Company of Canton, Ohio. 40.727700 -80.611300 Echo Dell Road (TR-929) Little Beaver Creek Rural Columbiana County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1910 2009 Central Concrete and Construction Company of Canton Ohio and Canton Bridge Company of Canton, Ohio 7 7 127 38.71 129 39.32 12.5 3.81 https://historicbridges.org/ohio/echodellroadbridge/little_echodellroadbridge_8537_small.jpg https://historicbridges.org/ohio/echodellroadbridge/little_echodellroadbridge_8537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/echodellroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727700,-80.611300
6102 Gaston's Mill Bridge This small but unaltered and attractive stone arch bridge is located next to the remains of an old lock system. The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.727130 -80.611650 Echo Dell Road (TR-929) Sandy and Beaver Canal Rural Columbiana County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1909 0 Unknown 6 6 12 3.66 21 6.4 0 0 https://historicbridges.org/ohio/gastonsmillbridge/little_gastonsmillbridge_8744_5_6vib_small.jpg https://historicbridges.org/ohio/gastonsmillbridge/little_gastonsmillbridge_8744_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gastonsmillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.727130,-80.611650
6103 Kensington Farm Bridge Only one half-collapsed truss remains of what was a rare cast and wrought iron bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.740180 -80.952490 Abandoned Driveway Sandy Creek Kensington Columbiana County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/kensingtonfarmbridge/little_kensingtonfarmbridge_9411_small.jpg https://historicbridges.org/ohio/kensingtonfarmbridge/little_kensingtonfarmbridge_9411.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/kensingtonfarmbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.740180,-80.952490
6104 Willard Road Bridge This is a 19th century railroad deck truss bridge that was relocated and reused as a highway overpass in 1919. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 40.712520 -80.908110 Willard Road (TR-843) Railroad (Penn Railroad) Rural Columbiana County, Ohio Ohio United States Metal Pratt Pin-Connected Deck Truss Fixed 9 1 0 0 0 1919 Unknown 7 8 140 42.67 148 45.11 24 7.32 https://historicbridges.org/ohio/willardroadbridge/little_willardroadbridge_9336_7_8vib_small.jpg https://historicbridges.org/ohio/willardroadbridge/little_willardroadbridge_9336_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willardroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.712520,-80.908110
6105 Washington Street Bridge Boonton Bridge This unusual highway deck truss bridge has been bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal pin-connected Pratt railing height truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.894480 -74.410260 Washington Street (Old Alignment) Rockaway River (City Reservoir) Boonton Morris County, New Jersey New Jersey United States Metal Pratt Pin-Connected Railing Height Truss Fixed 8 3 Metal Stringer (Multi-Beam) Fixed 0 2 1895 2005 Canton Bridge Company of Canton, Ohio 7 8 133 40.54 497 151.49 23.6 7.19 https://historicbridges.org/newjersey/boonton/little_jcresvhalfthrough98_small.jpg https://historicbridges.org/newjersey/boonton/little_jcresvhalfthrough98.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/boonton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.894480,-74.410260
6106 Rock Run Road Bridge This bridge is a very rare surviving example of a bridge by the Horseheads Bridge Company, and it has the decorative details used by the company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York. 41.460090 -76.509510 Rock Run Road (TR-346) Loyalsock Creek Rural Sullivan County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1897 1983 Horseheads Bridge Company of Horseheads, New York 8 8 120 36.58 125 38.1 14.8 4.51 https://historicbridges.org/pennsylvania/rockrunroad/little_horseheadsaftertheflood23_small.jpg https://historicbridges.org/pennsylvania/rockrunroad/little_img_6565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.460090,-76.509510
6107 O'Neil Road Bridge Bridge E-84 Featuring portal cresting, this is also an extremely rare example of a multi-span pin-connected Baltimore highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.076530 -76.625630 Oneil Road Seneca River (New York State Barge Canal System) Rural Cayuga County, New York New York United States Metal Baltimore Pin-Connected Through Truss Fixed 10 2 0 0 1910 0 Unknown 8 9 195 59.44 390 118.87 15 4.57 https://historicbridges.org/newyork/oneill/little_oneillrd72_small.jpg https://historicbridges.org/newyork/oneill/little_img_3607.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oneill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076530,-76.625630
6108 Brookmans Corners Road Bridge This rare surviving rainbow arch bridge in New York State is also unusual for being built by a Luten bridge company. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Luten Bridge Company of Unknown Location. 42.935350 -74.703890 Brookmans Corners Road (CR-73) Otsquago Creek Rural Montgomery County, New York New York United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1930 1973 Luten Bridge Company of Unknown Location 7 9 71 21.64 76.8 23.41 18 5.49 https://historicbridges.org/newyork/cr73rainbow/little_cr73bridge24_small.jpg https://historicbridges.org/newyork/cr73rainbow/little_cr73bridge24.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cr73rainbow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.935350,-74.703890
6109 Meadow View Road Bridge This is one of the few historic truss bridges in Pennsylvania to be spared demolition and relocated and preserved! The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.994150 -76.849850 Pedestrian Walkway Fox Run Dover York County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1890 2014 Wrought Iron Bridge Company of Canton, Ohio 6 7 38 11.58 42 12.8 12 3.66 https://historicbridges.org/pennsylvania/meadowviewroad2/little_pa-25m-5_small.jpg https://historicbridges.org/pennsylvania/meadowviewroad2/little_pa-25m-5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/meadowviewroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994150,-76.849850
6110 Hays Street Bridge This extremely rare example of a Phoenix column truss bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 29.430200 -98.477290 Hays Street (Pedestrian Walkway) Railroad (Union Pacific) San Antonio Bexar County, Texas Texas United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 Metal Pratt Pin-Connected Through Truss Fixed 6 0 1881 2010 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 9 225 68.58 1355 413 0 0 https://historicbridges.org/texas/haysstreet/little_haysstreetbridge_7435_small.jpg https://historicbridges.org/texas/haysstreet/little_haysstreetbridge_7435.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/haysstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430200,-98.477290
6111 Leibs Creek Driveway Bridge Draco Road Driveway Bridge This classic Wrought Iron Bridge Company pony truss bridge is located on a private driveway next to a public road. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property but is viewable from the adjacent public road. 39.750140 -76.540660 Private Driveway Leibs Creek Rural York County, Pennsylvania Pennsylvania United States This bridge is on private property but is viewable from the adjacent public road. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1890 1980 Wrought Iron Bridge Company of Canton, Ohio 7 7 64 19.51 64 19.51 14 4.27 https://historicbridges.org/pennsylvania/dracordprivatedrive/little_dracordprivatedrive14_small.jpg https://historicbridges.org/pennsylvania/dracordprivatedrive/little_dracordprivatedrive14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dracordprivatedrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.750140,-76.540660
6112 Rankin Bridge George Rankin Jr. Memorial Bridge This large bridge is a good example of a mid-20th century truss bridge. The technical description of the main or most noteworthy span of the bridge is a 525 ft (160.02 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. 40.405840 -79.880500 Braddock Avenue, Green Belt Monongahela River, and Various Roads and Railroads Rankin and Whitaker Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 22 Cantilever 9 Metal Warren Rivet-Connected Deck Truss Fixed 12 3 1951 2011 Bethlehem Steel Company of Bethlehem, Pennsylvania 6 6 525 160.02 2426 739.44 58 17.68 https://historicbridges.org/pennsylvania/rankinbridge/little_day4rankinbridge6715_small.jpg https://historicbridges.org/pennsylvania/rankinbridge/little_rankinbridgeadd_3448.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rankinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.405840,-79.880500
6113 Herrs Island Allegheny River Railroad Bridge This heavy-duty bridge carries railroad traffic clear across the river and its back channel as well as several streets. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.465520 -79.973500 Railroad (Allegheny Valley Railroad) Allegheny River and Various Streets Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 2 Metal Warren Rivet-Connected Deck Truss Fixed 6 0 1921 0 American Bridge Company of New York, New York 8 7 400 121.92 3310 1008.89 0 0 https://historicbridges.org/pennsylvania/herrsislandalleghenymainchannelrr/little_day4herrsislandalleghenymainchannelrr6962_small.jpg https://historicbridges.org/pennsylvania/herrsislandalleghenymainchannelrr/little_day4herrsislandalleghenymainchannelrr6962.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/herrsislandalleghenymainchannelrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.465520,-79.973500
6114 Key Bridge Francis Scott Key Bridge This attractive arch bridge is also noted as a rare example of a Melan type arch bridge with solid steel reinforcing. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by U.S. Army Corps of Engineers Day Labor. 38.902560 -77.069800 US-29 Potomac River Washington and Arlington District of Columbia and Arlington County, Virginia District of Columbia and Virginia United States Concrete Open Spandrel Deck Arch Fixed 0 8 0 0 1925 2017 U.S. Army Corps of Engineers Day Labor 8 8 208 63.4 1791.5 546.05 66 20.12 https://historicbridges.org/dc/francisscottkeybridge/little_francisscottkeybridge_6169_70_71vibra_small.jpg https://historicbridges.org/dc/francisscottkeybridge/little_francisscottkeybridge_6169_70_71vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/francisscottkeybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.902560,-77.069800
6115 Raymondville Bridge Grantville Road Bridge This is one of the two longest spanning Berlin Iron Bridge Company lenticular truss bridges in the country, and uses a Warren truss variation. The technical description of the main or most noteworthy span of the bridge is a 288 ft (87.78 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 44.839700 -74.979420 Grantville Road Raquette River Raymondville St. Lawrence County, New York New York United States Metal Lenticular Pin-Connected Through Truss Fixed 0 1 0 0 1886 1965 Berlin Iron Bridge Company of East Berlin, Connecticut 10 10 288 87.78 288 87.78 18 5.49 https://historicbridges.org/newyork/raymondvillegrantville/little_raymondvillegrantville_6822_small.jpg https://historicbridges.org/newyork/raymondvillegrantville/little_raymondvillegrantville_6822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/raymondvillegrantville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.839700,-74.979420
6116 Spile Bridge This is an extremely rare multi-span example of a cast and wrought iron bowstring truss bridge, and also noted for its unique sway bracing. The technical description of the main or most noteworthy span of the bridge is a 121.7 ft (37.09 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 44.615760 -75.477080 Spile Bridge Road Black Lake Outlet Rural St. Lawrence County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 13 3 0 0 1874 1977 King Bridge Company of Cleveland, Ohio 9 10 121.7 37.09 370 112.78 14.4 4.39 https://historicbridges.org/newyork/spile/little_spile_7485_6_7bal_small.jpg https://historicbridges.org/newyork/spile/little_spile_7485_6_7bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/spile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.615760,-75.477080
6117 ! Glimmer Glass Bridge Brielle Road Bridge This is the last known surviving example of a Belidor type bascule bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal deck girder, movable: single leaf bascule, Belidor. The bridge was primarily built by Unknown. 40.111750 -74.044450 Brielle Road Glimmer Glass Manasquan Monmouth County, New Jersey New Jersey United States Metal Deck Girder Movable: Single Leaf Bascule Belidor 0 1 Wood Stringer (Multi-Beam) Fixed 0 16 1938 1994 Unknown 9 9 34 10.36 279 85.04 20 6.1 https://historicbridges.org/newjersey/glimmerglass/little_glimmerglassbridge34_small.jpg https://historicbridges.org/newjersey/glimmerglass/little_glimmerglassbridge34.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/glimmerglass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.111750,-74.044450
6118 Boydton Plank Road Bridge This is the only known surviving rainbow arch bridge in Virginia. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Hankins and Collins of Richmond, Virginia. The bridge was primarily designed by Virginia State Highway Commission. 37.067170 -77.602610 US-1 (Boydton Plank Road) Southbound Stony Creek Rural Dinwiddie County, Virginia Virginia United States Concrete Rainbow Tied Through Arch Fixed 0 1 Concrete T-Beam Fixed 0 2 1926 0 Hankins and Collins of Richmond, Virginia Virginia State Highway Commission 8 9 90 27.43 167 50.9 23 7.01 https://historicbridges.org/virginia/stonycreekbridge/little_stonycreekbridge2_small.jpg https://historicbridges.org/virginia/stonycreekbridge/little_stonycreekbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/stonycreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.067170,-77.602610
6119 Marshall Family Bridge Paper Mill Bridge, McIntyre Bridge Following its relocation from Iowa to Delaware and restoration for pedestrian use, this became the only cast and wrought iron bowstring bridge in Delaware. The technical description of the main or most noteworthy span of the bridge is a 119.5 ft (36.42 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.807100 -75.679390 Yorklyn Bridge Trail Red Clay Creek Yorklyn New Castle County, Delaware Delaware United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 10 1 0 0 1883 2018 King Bridge Company of Cleveland, Ohio 9 10 119.5 36.42 120 36.58 14.3 4.36 https://historicbridges.org/delaware/mcintyrepapermill/little_img_20180723_143240_small.jpg https://historicbridges.org/delaware/mcintyrepapermill/little_img_20180723_143240.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/mcintyrepapermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.807100,-75.679390
6120 Havre de Grace Swing Bridge This is an impressive railroad truss bridge consisting of a swing span with an extremely long deck truss approach system leading up to the swing span at each end. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Pratt through t-beam, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York and Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by H. R. Leonard. 39.554380 -76.086280 Railroad (Amtrak Northeast Corridor) Susquehanna River Havre de Grace and Perryville Harford County, Maryland and Cecil County, Maryland Maryland United States Metal Pratt Rivet-Connected Through T-Beam Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Pin-Connected Deck Truss Fixed 7 17 1906 0 American Bridge Company of New York, New York and Pennsylvania Steel Company of Steelton, Pennsylvania H. R. Leonard 8 8 280 85.34 4154 1266.14 0 0 https://historicbridges.org/maryland/amtraknecorridor/little_havredegraceswingbridge_0744_small.jpg https://historicbridges.org/maryland/amtraknecorridor/little_havredegraceswingbridge_0744.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/amtraknecorridor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.554380,-76.086280
6121 Havre de Grace Railroad Bridge This is a long and large bridge noted for its variety of span types and its extremely long simple deck truss span. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.569080 -76.087130 Railroad (CSX) Susquehanna River Havre de Grace and Perryville Harford County, Maryland and Cecil County, Maryland Maryland United States Metal Baltimore Pin-Connected Deck Truss Fixed 16 1 Metal Pennsylvania Pin-Connected Through Truss Fixed 0 37 1909 0 American Bridge Company of New York, New York 9 9 520 158.5 6109 1862.02 0 0 https://historicbridges.org/maryland/csxchessiebandooversusquehanna/little_havredegracerailroadbridge_0828_small.jpg https://historicbridges.org/maryland/csxchessiebandooversusquehanna/little_havredegracerailroadbridge_0828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/csxchessiebandooversusquehanna/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.569080,-76.087130
6122 Thomas J. Hatem Memorial Bridge Havre de Grace Bridge This bridge is noted for its rare Wichert truss spans, and is the largest Wichert truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 456 ft (138.99 m) metal continuous (arch and suspended deck) rivet-connected Wichert through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.562530 -76.085900 US-40 Susquehanna River Havre de Grace and Perryville Harford County, Maryland and Cecil County, Maryland Maryland United States Metal Wichert Rivet-Connected Through Truss Fixed 0 Continuous (Arch and Suspended Deck) 6 Metal Wichert Rivet-Connected Deck Truss Fixed 0 Continuous 50 1939 2011 Bethlehem Steel Company of Bethlehem, Pennsylvania John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 9 10 456 138.99 7624.4 2323.92 47.2 14.39 https://historicbridges.org/maryland/thomasjhatemmemorialbridgert40/little_thomasjhatemmemorialbridge_0807_small.jpg https://historicbridges.org/maryland/thomasjhatemmemorialbridgert40/little_thomasjhatemmemorialbridge_0361.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/thomasjhatemmemorialbridgert40/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.562530,-76.085900
6123 Bell Manor Road Bridge This bridge is a traditional pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.684430 -76.194740 Bell Manor Road Conowingo Creek Rural Cecil County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1902 0 York Bridge Company of York, Pennsylvania 7 7 105 32 107.6 32.8 15.7 4.79 https://historicbridges.org/maryland/bellmanorroadbridge/little_bellmanorroadbridge14_small.jpg https://historicbridges.org/maryland/bellmanorroadbridge/little_bellmanorroadbridge14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bellmanorroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.684430,-76.194740
6124 ! Carter Farm Bridge This pony truss is a small but unaltered example of a York Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. Special note about bridge location: This bridge is located on a private driveway but is visible from the nearby public road. 39.623710 -76.400840 Private Driveway Deer Creek Rural Harford County, Maryland Maryland United States This bridge is located on a private driveway but is visible from the nearby public road. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1907 0 York Bridge Company of York, Pennsylvania 6 6 60 18.29 60 18.29 0 0 https://historicbridges.org/maryland/carterfarmbridge/little_carterfarmbridge2_small.jpg https://historicbridges.org/maryland/carterfarmbridge/little_carterfarmbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/carterfarmbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.623710,-76.400840
6125 Cherry Hill Road Bridge This is a classic example of a Wrought Iron Bridge Company Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.630010 -76.398070 Cherry Hill Road Deer Creek Rural Harford County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 0 1999 Wrought Iron Bridge Company of Canton, Ohio 7 7 117 35.66 124 37.8 12.5 3.81 https://historicbridges.org/maryland/cherryhillroadbridge/little_cherryhillroadbridge19_small.jpg https://historicbridges.org/maryland/cherryhillroadbridge/little_cherryhillroadbridge19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/cherryhillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.630010,-76.398070
6126 Rocks Road Bridge MD-24 Deer Creek Bridge This is a good example of a state-design through truss noted for its extremely heavy skew. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 39.641790 -76.412250 MD-24 (Rocks Road) Deer Creek Rural Harford County, Maryland Maryland United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1934 2001 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 6 6 123 37.49 132 40.23 28.5 8.69 https://historicbridges.org/maryland/deercreekbridge/little_deercreekbridge4_small.jpg https://historicbridges.org/maryland/deercreekbridge/little_deercreekbridge4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/deercreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.641790,-76.412250
6127 Forge Hill Road Bridge This bridge is an unusual cantilever arch design, and even more rare for its use of the Julius Kahn system of reinforcing. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete cantilever Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by E. Ward Brown of Port Deposit, Maryland. The bridge was primarily designed by Layton F. Smith of Baltimore, Maryland. 39.614370 -76.284250 Forge Hill Road Deer Creek Rural Harford County, Maryland Maryland United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 Cantilever 3 0 0 1911 2001 E. Ward Brown of Port Deposit, Maryland Layton F. Smith of Baltimore, Maryland 8 8 110 33.53 216 65.84 18 5.49 https://historicbridges.org/maryland/forgehillroadbridge/little_forgehillroadbridge8_small.jpg https://historicbridges.org/maryland/forgehillroadbridge/little_forgehillroadbridge8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/forgehillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.614370,-76.284250
6128 Noble's Mill Bridge This is a well-preserved and relatively long span example of a pin-connected Pratt truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.617830 -76.237660 Nobles Mill Road Deer Creek Rural Harford County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1890 1998 Wrought Iron Bridge Company of Canton, Ohio 7 7 148 45.11 152 46.33 13 3.96 https://historicbridges.org/maryland/noblesmillroadbridge/little_noblesmillroadbridge17_small.jpg https://historicbridges.org/maryland/noblesmillroadbridge/little_noblesmillroadbridge17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/noblesmillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.617830,-76.237660
6129 New Bridge This bridge was designed by noted engineer Charles H. Latrobe and is a relatively old example of a pin-connected Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles H. Latrobe. 39.706820 -76.115110 New Bridge Road Octoraro Creek Rural Cecil County, Maryland Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1884 0 Unknown Charles H. Latrobe 7 7 128 39.01 133 40.54 16.4 5 https://historicbridges.org/maryland/newbridgeroadbridge/little_newbridgeroadbridge11_small.jpg https://historicbridges.org/maryland/newbridgeroadbridge/little_newbridgeroadbridge11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/newbridgeroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.706820,-76.115110
6130 Priest Ford Road Bridge MD-136 Deer Creek Bridge This is a representative example of a state-design riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. 39.601360 -76.259830 MD-136 (Priestford Road) Deer Creek Rural Harford County, Maryland Maryland United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1931 1987 Unknown Maryland State Roads Commission 5 5 100 30.48 107 32.61 20 6.1 https://historicbridges.org/maryland/rt136bridge/little_rt136bridge1_small.jpg https://historicbridges.org/maryland/rt136bridge/little_rt136bridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/rt136bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.601360,-76.259830
6131 McCauley Road Bridge This pony truss is noted for its use of v-lacing instead of cover plate on the top chord and end posts. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles H. Latrobe. 39.661820 -76.147080 McCauley Road Basin Run Rural Cecil County, Maryland Maryland United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1884 1993 Unknown Charles H. Latrobe 7 7 53.2 16.22 56 17.07 10.5 3.2 https://historicbridges.org/maryland/mccauleyroadbridge/little_mccauleyroadbridge2_small.jpg https://historicbridges.org/maryland/mccauleyroadbridge/little_mccauleyroadbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/mccauleyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.661820,-76.147080
6132 Lake Fanny Road Bridge This bridge is an excellent example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 39.514710 -76.367850 Lake Fanny Road Winters Run Rural Harford County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 Luten Bridge Company of York, Pennsylvania 6 7 48 14.63 54 16.46 21.3 6.49 https://historicbridges.org/maryland/lakefannyroadbridge/little_lakefannyroadbridge5_small.jpg https://historicbridges.org/maryland/lakefannyroadbridge/little_lakefannyroadbridge5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/lakefannyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.514710,-76.367850
6133 Bel Air Road Bridge US-1 Business Winters Run Bridge This is a good representative example of a concrete arch designed by the state. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. 39.515530 -76.368940 US-1 Business (Belair Road, Baltimore Pike) Winters Run Rural Harford County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown Maryland State Roads Commission 5 6 55 16.76 55 16.76 50 15.24 https://historicbridges.org/maryland/wintersrunbridge/little_wintersrunbridge1_small.jpg https://historicbridges.org/maryland/wintersrunbridge/little_wintersrunbridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/wintersrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.515530,-76.368940
6134 Creek Road Bridge State Bridge NC-120 This bridge is an excellent example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 39.801410 -75.652390 DE-82 (Creek Road, Mt. Cuba Road) Red Clay Creek Ashland New Castle County, Delaware Delaware United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1922 2002 Luten Bridge Company of York, Pennsylvania 7 7 80 24.38 80 24.38 23.6 7.19 https://historicbridges.org/delaware/mountcubaroadbridge/little_mountcubaroadbridge18_small.jpg https://historicbridges.org/delaware/mountcubaroadbridge/little_mountcubaroadbridge18.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/mountcubaroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.801410,-75.652390
6135 Creek Road Bridge State Bridge NC-119 This is a good example of a state designed highway plate girder noted for ornamental abutment details. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal through girder, fixed. The bridge was primarily built by Olivere Paving and Construction Company of Wilmington, Delaware. The bridge was primarily designed by Delaware State Highway Department. 39.801340 -75.654260 DE-82 (Creek Road, Mt. Cuba Road) Red Clay Creek Ashland New Castle County, Delaware Delaware United States Metal Through Girder Fixed 0 1 0 0 1939 0 Olivere Paving and Construction Company of Wilmington, Delaware Delaware State Highway Department 5 6 104 31.7 107 32.61 24 7.32 https://historicbridges.org/delaware/rt82bridge/little_rt82bridge3_small.jpg https://historicbridges.org/delaware/rt82bridge/little_rt82bridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/rt82bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.801340,-75.654260
6136 Wilmington and Western Railroad Bridge This extremely old metal truss railroad bridge has a rare skew and unusual design details. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.801210 -75.654260 Railroad (Wilmington and Western) Red Clay Creek Ashland New Castle County, Delaware Delaware United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 0 0 0 2005 Unknown 8 9 104 31.7 130 39.62 14.5 4.42 https://historicbridges.org/delaware/wilmingtonandwestern/little_wilmingtonandwesternbridge5_small.jpg https://historicbridges.org/delaware/wilmingtonandwestern/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/wilmingtonandwestern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.801210,-75.654260
6137 Yorklyn Road Bridge State Bridge NC-112 This is a traditional example of a rivet-connected and state-designed pony truss bridge located near historic Auburn Heights Preserve. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Belmont Iron Works of Chester, Pennsylvania. The bridge was primarily designed by New Castle County Engineer's Office. 39.808040 -75.675920 Yorklyn Road (Road 257) Red Clay Creek Yorklyn New Castle County, Delaware Delaware United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1929 1990 Belmont Iron Works of Chester, Pennsylvania New Castle County Engineer's Office 6 6 75 22.86 78 23.77 20 6.1 https://historicbridges.org/delaware/yorklynroadbridge/little_img_20180723_162337_small.jpg https://historicbridges.org/delaware/yorklynroadbridge/little_img_20180723_162337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/yorklynroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.808040,-75.675920
6138 Washington Street Bridge Washington Memorial Bridge The only open spandrel concrete arch in Delaware features substantial architectural details. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Walsh Construction Company of Davenport, Iowa, and Syracuse, New York. The bridge was primarily designed by Benjamin H. Davis of New York, New York. 39.752260 -75.548370 Washington Street Brandywine Creek Wilmington New Castle County, Delaware Delaware United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 4 1922 2000 Walsh Construction Company of Davenport, Iowa, and Syracuse, New York Benjamin H. Davis of New York, New York 7 7 250 76.2 720 219.46 40 12.19 https://historicbridges.org/delaware/washingtonstreetbridge/little_washingtonstreetbridge14_small.jpg https://historicbridges.org/delaware/washingtonstreetbridge/little_washingtonstreetbridge14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/washingtonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.752260,-75.548370
6139 Evanson Road Bridge State Bridge NC-179A This is one of a couple surviving bridges in Delaware that are unique because they are so small and lightweight. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. 39.782906 -75.701611 Evanson Road Mill Creek Hockessin New Castle County, Delaware Delaware United States Metal Warren Rivet-Connected Pony Truss Fixed 2 1 0 0 1890 1995 Edge Moor Bridge Works of Wilmington, Delaware 7 7 20 6.1 20 6.1 0 0 https://historicbridges.org/delaware/evansonroadbridge/little_evansonroadbridge14_small.jpg https://historicbridges.org/delaware/evansonroadbridge/little_evansonroadbridge14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/evansonroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.782906,-75.701611
6140 Stanton-Christiana Road Bridge State Bridge NC-246 This is the only known surviving rainbow arch bridge in Delaware, and nationally is a very late example of this type. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by J. A. Bader Company of Wilmington, Delaware. The bridge was primarily designed by Delaware State Highway Department. 39.707250 -75.652530 Stanton-Christiana Road (Former DE-4 and DE-7) White Clay Creek and Mill Creek Stanton New Castle County, Delaware Delaware United States Concrete Rainbow Tied Through Arch Fixed 10 1 0 0 1942 0 J. A. Bader Company of Wilmington, Delaware Delaware State Highway Department 7 9 125 38.1 125 38.1 0 0 https://historicbridges.org/delaware/oldrt7bridge/little_oldrt7bridge1_small.jpg https://historicbridges.org/delaware/oldrt7bridge/little_oldrt7bridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/oldrt7bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.707250,-75.652530
6141 Old Capitol Trail Bridge Marshallton Bridge This plate girder bridge was designed to look as attractive as possible, and has an unusual curved design. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal through girder, fixed. The bridge was primarily built by George E. Shockley of Rehoboth, Delaware. The bridge was primarily designed by Delaware State Highway Department. 39.728370 -75.636800 Old Capitol Trail Red Clay Creek Marshallton New Castle County, Delaware Delaware United States Metal Through Girder Fixed 0 1 0 0 1931 1989 George E. Shockley of Rehoboth, Delaware Delaware State Highway Department 7 7 113 34.44 119 36.27 24 7.32 https://historicbridges.org/delaware/oldcapitoltrailbridge/little_oldcapitoltrailbridge1_small.jpg https://historicbridges.org/delaware/oldcapitoltrailbridge/little_oldcapitoltrailbridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/oldcapitoltrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.728370,-75.636800
6142 Reedy Point Bridge This is a late but impressive example of a cantilever truss bridge with an arch-like appearance. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever (arched) bolt-connected Warren through truss, fixed. The bridge was primarily built by John F. Beasley Company of Dallas Texas and Novo Industrial Group of Chicago Illinois (Beasley-Nova Joint Venture). The bridge was primarily designed by Modjeski and Masters. 39.558300 -75.582460 DE-9 Chesapeake and Delaware Canal (C&D Canal) Rural New Castle County, Delaware Delaware United States Metal Warren Bolt-Connected Through Truss Fixed 18 Cantilever (Arched) 3 Metal Warren Bolt-Connected Deck Truss Fixed 8 64 1968 1985 John F. Beasley Company of Dallas Texas and Novo Industrial Group of Chicago Illinois (Beasley-Nova Joint Venture) Modjeski and Masters 7 7 600 182.88 8432.5 2570.23 25.6 7.8 https://historicbridges.org/delaware/reedypointbridge/little_reedypointbridgeadd_2212_small.jpg https://historicbridges.org/delaware/reedypointbridge/little_reedypointbridgeadd_2212.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/reedypointbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.558300,-75.582460
6143 Rock Island Bridge Clinton Presidential Park Bridge Preserved for pedestrian use, this bridge consists of historic fixed truss spans from 1899 and a vertical lift span from 1972. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by F. A. Molitor. 34.749700 -92.258710 Railroad (Rail-Trail, Former Choctaw and Memphis Railroad) Arkansas River Little Rock Pulaski County, Arkansas Arkansas United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 3 Metal Polygonal Warren Through Truss Movable: Vertical Lift 12 1 1899 2011 Unknown F. A. Molitor 8 9 400 121.92 1614 491.95 0 0 https://historicbridges.org/arkansas/rockislandbridge/little_rockislandbridge_5741_2_3vib_small.jpg https://historicbridges.org/arkansas/rockislandbridge/little_rockislandbridge_5741_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/rockislandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.749700,-92.258710
6144 Baring Cross Bridge The location of the first bridge over the Arkansas River, this railroad bridge has a long history, and today only the approach spans date to 1929. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal multiple-type-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by American Bridge Company of New York, New York. 34.754410 -92.281820 Railroad (Union Pacific) Arkansas River Little Rock Pulaski County, Arkansas Arkansas United States Metal Polygonal Warren Multiple-Type-Connected Through Truss Movable: Vertical Lift Tower Drive 12 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 0 1929 1971 American Bridge Company of New York, New York 5 6 340 103.63 1100 335.28 0 0 https://historicbridges.org/arkansas/baringcrossbridge/little_baringcrossbridge_5450_1_2vib_small.jpg https://historicbridges.org/arkansas/baringcrossbridge/little_baringcrossbridge_5450_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/baringcrossbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.754410,-92.281820
6145 Junction Bridge This former railroad bridge was converted to a pedestrian bridge and features colored lighting at night. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift. The bridge was primarily built by American Bridge Company of New York, New York. 34.750830 -92.266390 Railroad (Rail-Trail, Former Union Pacific Railroad) Arkansas River Little Rock Pulaski County, Arkansas Arkansas United States Metal Polygonal Warren Bolt-Connected Through Truss Movable: Vertical Lift 12 1 Metal Warren Bolt-Connected Through Truss Fixed 10 0 1970 2008 American Bridge Company of New York, New York 4 6 360 109.73 1500 457.2 0 0 https://historicbridges.org/arkansas/junctionbridge/little_junctionbridge_5585_small.jpg https://historicbridges.org/arkansas/junctionbridge/little_junctionbridge_5615_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/junctionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.750830,-92.266390
6147 Lincoln Avenue Viaduct Cantrell Road Bridge One of the only rainbow arch bridges in Arkansas, this bridge is the only such bridge in the city and retains good integrity. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Ozark Engineering Company of Joplin, Missouri. The bridge was primarily designed by Missouri Pacific Railroad Company. 34.752400 -92.283230 AR-10 (Cantrell Road, Lincoln Avenue) Railroad (Union Pacific) Little Rock Pulaski County, Arkansas Arkansas United States Concrete Rainbow Tied Through Arch Fixed 0 1 Concrete Deck Girder Fixed 0 2 1928 0 Ozark Engineering Company of Joplin, Missouri Missouri Pacific Railroad Company 7 9 90 27.43 135 41.15 30 9.14 https://historicbridges.org/arkansas/lincolnavenueviaduct/little_baringcrossbridge_5384_5_6fus_small.jpg https://historicbridges.org/arkansas/lincolnavenueviaduct/little_baringcrossbridge_5384_5_6fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/lincolnavenueviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.752400,-92.283230
6148 Madison Bridge This is a rare surviving example of a highway swing bridge in Arkansas, and also has fixed through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 233 ft (71.02 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Arkansas State Highway Commission. 35.036380 -90.711880 US-70 St. Francis River Rural St. Francis County, Arkansas Arkansas United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 12 1 Metal Parker Rivet-Connected Through Truss Fixed 8 7 1933 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Arkansas State Highway Commission 7 7 233 71.02 921 280.72 24 7.32 https://historicbridges.org/arkansas/madisonbridge/little_madisonbridge_4353_small.jpg https://historicbridges.org/arkansas/madisonbridge/little_madisonbridge_4353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arkansas/madisonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.036380,-90.711880
6149 East Branch Owego Creek Bridge This bridge likely dates to the 1870s and may be the last surviving example of one of the most lightweight bridge designs ever seen. The technical description of the main or most noteworthy span of the bridge is a metal Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 42.433968 -76.157191 NY-221 (Old Alignment) East Branch Owego Creek Rural Cortland County, New York New York United States Metal Bowstring Pony Truss Fixed 0 1 0 0 0 0 Unknown 9 10 0 0 0 0 0 0 https://historicbridges.org/newyork/ebrowegocreek/little_ebrowegocreek179_small.jpg https://historicbridges.org/newyork/ebrowegocreek/little_ebrowegocreek179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ebrowegocreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.433968,-76.157191
6150 Catoctin Furnace Bridge Big Pipe Creek Bridge This rare bowstring truss bridge was relocated here and narrowed for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.582651 -77.434398 Pedestrian Walkway Little Hunting Creek Rural Frederick County, Maryland Maryland United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 1872 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/maryland/catoctin/little_catoctin081_small.jpg https://historicbridges.org/maryland/catoctin/little_catoctin081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/catoctin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.582651,-77.434398
6151 Crum Road Bridge Ballenger Creek Park Bridge This attractive and rare cast and wrought iron bowstring truss bridge was relocated and preserved here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 63.3 ft (19.29 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.381340 -77.451490 Ballenger Creek Park Nature Trail Ballenger Creek Rural Frederick County, Maryland Maryland United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 63.3 19.29 63.3 19.29 13.5 4.11 https://historicbridges.org/maryland/ballengercreek/little_ballengercreek031_small.jpg https://historicbridges.org/maryland/ballengercreek/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/ballengercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.381340,-77.451490
6152 Old Stone Bridge Goodlettsville Bridge This is one of the oldest stone arch bridges in the state, and associated with a noteworthy turnpike in Tennessee. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Signs at this bridge indicate that the road starting at the bridge is private property. It is believed that the road leading up to the bridge is public and the far end of the bridge itself is the end of the public roadway. 36.338210 -86.716940 Old Louisville Highway (Former Louisville and Nashville Turnpike) Mansker Creek Goodlettsville Davidson County, Tennessee and Sumner County, Tennessee Tennessee United States Signs at this bridge indicate that the road starting at the bridge is private property. It is believed that the road leading up to the bridge is public and the far end of the bridge itself is the end of the public roadway. Stone Elliptical Deck Arch Fixed 0 2 0 0 1841 1986 Unknown 7 9 25 7.62 90 27.43 19.4 5.91 https://historicbridges.org/tennessee/goodlettsville/little_goodlettsville_9888_89_90vib_small.jpg https://historicbridges.org/tennessee/goodlettsville/little_goodlettsville_9888_89_90vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/goodlettsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.338210,-86.716940
6153 Belle Meade Plantation Bridge This is a rare example in the state of a lightweight double-intersection Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 53 ft (16.15 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 36.106920 -86.866110 Belle Meade Plantation Driveway Richland Creek Belle Meade Davidson County, Tennessee Tennessee United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 0 0 Unknown 7 7 53 16.15 53 16.15 12 3.66 https://historicbridges.org/tennessee/bellemeade/little_bellemeade_1395_6_7fus_small.jpg https://historicbridges.org/tennessee/bellemeade/little_bellemeade_1395_6_7fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/bellemeade/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.106920,-86.866110
6154 Old Hickory Bridge This historic truss bridge with its unique decorative concrete towers was paired with another truss bridge in 1967 to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 323 ft (98.45 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Freeland-Roberts and Company of Nashville, Tennessee. 36.263470 -86.675550 TN-45 (Old Hickory Boulevard) Cumberland River Nashville Davidson County, Tennessee Tennessee United States Metal Camelback Rivet-Connected Through Truss Fixed 6 3 Pre-Stressed Concrete Box Beam Fixed 0 6 1928 1969 American Bridge Company of New York, New York Freeland-Roberts and Company of Nashville, Tennessee 7 7 323 98.45 1222 372.47 36 10.97 https://historicbridges.org/tennessee/oldhickory/little_oldhickory_0018_19_20vib_small.jpg https://historicbridges.org/tennessee/oldhickory/little_oldhickory_0018_19_20vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldhickory/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.263470,-86.675550
6155 Old White Bridge This is a large and old example of a concrete viaduct, and it was preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Howard M. Jones. 36.126710 -86.849020 Richland Creek Greenway Richland Creek and Railroad (Nashville, Chattanooga and St. Louis) Nashville Davidson County, Tennessee Tennessee United States Concrete Deck Girder Fixed 0 19 0 0 1913 2009 Unknown Howard M. Jones 6 6 50 15.24 512 156.06 20 6.1 https://historicbridges.org/tennessee/whitebridge/little_whitebridge_1227_8_9vib_small.jpg https://historicbridges.org/tennessee/whitebridge/little_whitebridge_1227_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/whitebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.126710,-86.849020
6156 Bob Sheehan Memorial Bridge Elmer Disspayne Sr. Memorial Bridge This excellent example of the unique design of K-truss used in Tennessee was bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Unknown. 36.186370 -86.633480 Stones River Greenway (Former Lebanon Pike, US-70) Stones River Nashville Davidson County, Tennessee Tennessee United States Metal K-Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1928 0 Unknown 7 7 180 54.86 525.7 160.23 30 9.14 https://historicbridges.org/tennessee/us70stonesriver/little_us70stonesriver_0330_small.jpg https://historicbridges.org/tennessee/us70stonesriver/little_us70stonesriver_0330.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/us70stonesriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.186370,-86.633480
6157 TN-76 Hatchie River Bridge This late example of a riveted truss bridge also includes a series of t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 35.523080 -89.253430 TN-76 Hatchie River Rural Haywood County, Tennessee Tennessee United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 Concrete T-Beam Fixed 0 9 1949 0 Virginia Bridge and Iron Company of Roanoke, Virginia 6 5 101 30.78 416 126.8 24 7.32 https://historicbridges.org/tennessee/hatchierivertn76/little_hatchierivertn76_1992_3_4vib_small.jpg https://historicbridges.org/tennessee/hatchierivertn76/little_hatchierivertn76_1992_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/hatchierivertn76/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.523080,-89.253430
6158 Only Bridge This abandoned bridge is noted for its variety of span types including an impressive Pennsylvania truss span. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. 35.870340 -87.706160 TN-229 (Abandoned Alignment) Duck River Rural Hickman County, Tennessee Tennessee United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 Metal Pratt Pin-Connected Through Truss Fixed 6 2 1907 1962 Nashville Bridge Company of Nashville, Tennessee 8 8 225 68.58 395 120.4 0 0 https://historicbridges.org/tennessee/onlybridge/little_onlybridge_1518_19_20fus_small.jpg https://historicbridges.org/tennessee/onlybridge/little_onlybridge_1518_19_20fus.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/onlybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.870340,-87.706160
6159 ! Nickells Valley Road Bridge This bypassed and abandoned bridge is noted for its long 260 foot span length and Pennsylvania truss configuration. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 35.815460 -87.625660 Nickells Valley Road (Old Alignment) Duck River Rural Hickman County, Tennessee Tennessee United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 0 0 0 0 Unknown 8 8 260 79.25 260 79.25 0 0 https://historicbridges.org/tennessee/nickellsvalleyroad/little_nickellsvalleyroad_1722_3_4vib_small.jpg https://historicbridges.org/tennessee/nickellsvalleyroad/little_nickellsvalleyroad_1722_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/nickellsvalleyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.815460,-87.625660
6160 Stokesville Bridge This rare pin-connected Warren through truss and the road it is on were originally a railroad, and the nearby historic depot survives as well. The technical description of the main or most noteworthy span of the bridge is a 136.2 ft (41.51 m) metal pin-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 38.354240 -79.150320 Stokesville Road (VA-730, Former Chesapeake Western Railway) North River Stokesville Augusta County, Virginia Virginia United States Metal Warren Pin-Connected Through Truss Fixed 6 1 0 0 1901 1932 Unknown 8 8 136.2 41.51 136.2 41.51 12.5 3.81 https://historicbridges.org/virginia/stokesvillebridge/little_stokesvillebridge_4120_small.jpg https://historicbridges.org/virginia/stokesvillebridge/little_stokesvillebridge_4120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/stokesvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.354240,-79.150320
6161 Overall Bridge Page County Bridge No. 1990 This bridge was replaced but the main span superstructure and substructure was left standing as a non-functional monument. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Virginia State Highway Commission. 38.806240 -78.348820 US-340 (Abandoned Alignment) Overall Run Rural Page County, Virginia and Warren County, Virginia Virginia United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 8 1 Concrete T-Beam Fixed 0 4 1938 0 Unknown Virginia State Highway Commission 7 7 123 37.49 245 74.68 23 7.01 https://historicbridges.org/virginia/overallbridge/little_overallbridge_5155_small.jpg https://historicbridges.org/virginia/overallbridge/little_overallbridge_5155.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/overallbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.806240,-78.348820
6162 Overall Railroad Bridge This is one of a couple high level railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 38.806150 -78.348630 Railroad (Norfolk Southern) Overall Run Rural Warren County, Virginia and Page County, Virginia Virginia United States Metal Deck Girder Fixed 0 0 0 0 1919 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 6 70 21.34 545 166.12 0 0 https://historicbridges.org/virginia/overallrailroadbridge/little_overallrailroadbridge_4987_8_9bal_small.jpg https://historicbridges.org/virginia/overallrailroadbridge/little_overallrailroadbridge_4987_8_9bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/overallrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.806150,-78.348630
6163 Compton Railroad Bridge This is one of a couple high level railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 38.782650 -78.370840 Railroad (Norfolk Southern) Dry Run Compton Page County, Virginia Virginia United States Metal Deck Girder Fixed 0 0 0 0 1918 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 6 0 0 1150 350.52 0 0 https://historicbridges.org/virginia/comptondryrunbridge/little_comptondryrunbridge_4930_small.jpg https://historicbridges.org/virginia/comptondryrunbridge/little_comptondryrunbridge_4930.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/comptondryrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.782650,-78.370840
6164 ! North Poes Road Bridge This is a traditionally composed example of a pin-connected Pratt pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 38.762530 -78.034510 North Poes Road (VA-637) Jordan River Rural Rappahannock County, Virginia Virginia United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1909 1935 Unknown 7 8 80 24.38 80 24.38 11.2 3.41 https://historicbridges.org/virginia/northpoesroadbridge/little_northpoesroadbridge_5320_small.jpg https://historicbridges.org/virginia/northpoesroadbridge/little_northpoesroadbridge_5320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/northpoesroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.762530,-78.034510
6165 Victorian Footbridge Complimented by ornate decorations, this unique bridge design has the appearance of a combination of a truss bridge and a suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal multiple-type-connected pony truss, fixed. The bridge was primarily built by Unknown. 38.641070 -90.268730 Forest Park Walkway River Des Peres Lagoon St. Louis St. Louis City, Missouri Missouri United States Metal Multiple-Type-Connected Pony Truss Fixed 0 3 0 0 1885 1994 Unknown 9 10 65 19.81 100 30.48 0 0 https://historicbridges.org/missouri/victorianfootbridge/little_victorianfootbridge_9615_small.jpg https://historicbridges.org/missouri/victorianfootbridge/little_victorianfootbridge_9615.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/victorianfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.641070,-90.268730
6166 Tower Grove Park Bridges These two identical ornamental cast iron bridges are the most significant of a collection of tiny bridges built in this park in the 1800s. The technical description of the main or most noteworthy span of the bridge is a 21.6 ft (6.58 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Howard and Company of St. Louis, Missouri. Special note about bridge location: There are two of the cast iron foot bridges, one on either side of the highway bridge at this location. The other bridges can all be found on the road and the parallel walkways of the circle drive that runs through the park. 38.605900 -90.251090 Tower Grove Park Walkways Middle Stream St. Louis St. Louis City, Missouri Missouri United States There are two of the cast iron foot bridges, one on either side of the highway bridge at this location. The other bridges can all be found on the road and the parallel walkways of the circle drive that runs through the park. Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1872 0 Thomas Howard and Company of St. Louis, Missouri 9 10 21.6 6.58 21.6 6.58 13.7 4.18 https://historicbridges.org/missouri/towergrovepark/little_towergrovepark_0135_small.jpg https://historicbridges.org/missouri/towergrovepark/little_towergrovepark_0135.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/towergrovepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.605900,-90.251090
6167 Lafayette Park Bridge Grotto Bridge This is riveted steel deck arch bridge with ornamental railings has a jack-arch deck and the arch has been strengthened with additional steel. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Koken Iron Works of St. Louis, Missouri. 38.615120 -90.214870 Lafayette Park Walkway Lafayette Park Waterway St. Louis St. Louis City, Missouri Missouri United States Metal (Cast Iron) Solid Ribbed Hingeless Deck Arch Fixed 0 1 0 0 1897 2012 Koken Iron Works of St. Louis, Missouri 7 8 0 0 0 0 0 0 https://historicbridges.org/missouri/lafayettepark/little_lafayettepark_0348_49_50bal_small.jpg https://historicbridges.org/missouri/lafayettepark/little_lafayettepark_0348_49_50bal.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/lafayettepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.615120,-90.214870
6168 Old Keenan Road Bridge Burke Hollow Road Bridge This ca. 1870 highly significant surviving and unaltered cast and wrought iron Parker patent truss bridge has escaped the attention of many bridge historians. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. The bridge was primarily designed by Charles H. Parker. 44.854150 -74.669630 Old Keenan Road (Burke Hollow Road, McCuin Road) Lawrence Brook Rural St. Lawrence County, New York New York United States Metal Parker Multiple-Type-Connected Pony Truss Fixed 9 1 0 0 0 0 National Bridge and Iron Works of Boston, Massachusetts Charles H. Parker 10 10 60 18.29 62 18.9 0 0 https://historicbridges.org/newyork/burkehollowroadnorth/little_burkehollowroadnorth_6171_small.jpg https://historicbridges.org/newyork/burkehollowroadnorth/little_burkehollowroadnorth_6171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/burkehollowroadnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.854150,-74.669630
6169 Yaleville Road Bridge This rare lenticular truss bridge noted for its surviving ornamentation also remained open to traffic as of 2018. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 44.766890 -75.000070 Yaleville Road (CR-48A) Raquette River Rural St. Lawrence County, New York New York United States Metal Lenticular Pin-Connected Through Truss Fixed 11 1 0 0 1892 1969 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 171 52.12 174 53.04 13 3.96 https://historicbridges.org/newyork/yaleville/little_yaleville_6336_small.jpg https://historicbridges.org/newyork/yaleville/little_yaleville_6336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/yaleville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.766890,-75.000070
6170 Falls Island Bridge This bridge is a rare surviving example of a bowstring truss bridge and it was preserved for pedestrians in its original location. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 44.595790 -75.174510 Grasse River Heritage Trail Grasse River (Grass River) Canton St. Lawrence County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 8 1 0 0 0 2007 King Bridge Company of Cleveland, Ohio 9 9 75 22.86 75 22.86 11 3.35 https://historicbridges.org/newyork/canton/little_canton_7308_small.jpg https://historicbridges.org/newyork/canton/little_canton_7308.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/canton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.595790,-75.174510
6171 Mooers Bridge This is an extremely rare example of a skewed Whipple truss bridge and it required some variation from the standard design details of the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 44.959290 -73.579570 East Street (CR-34) Great Chazy River Mooers Clinton County, New York New York United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 0 0 1888 1960 King Bridge Company of Cleveland, Ohio 9 9 182 55.47 183 55.78 16 4.88 https://historicbridges.org/newyork/mooers/little_mooers022_small.jpg https://historicbridges.org/newyork/mooers/little_mooers022.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mooers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959290,-73.579570
6172 ! Farm Lane Bridge Although altered, this crossing at the center of Michigan State University has a long and interesting history. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 42.727600 -84.477880 Farm Lane Red Cedar River East Lansing Ingham County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 3 0 0 1926 1999 Unknown 2 5 50 15.24 120 36.58 40 12.19 https://historicbridges.org/michigan/farmlane/little_20150504_194348_small.jpg https://historicbridges.org/michigan/farmlane/little_20150504_194348.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/farmlane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.727600,-84.477880
6173 Bridgeview Bridge Wheeler's Mill Bridge With a top chord forming a complete arch-like shape this beautiful and preserved bridge is unique and unlike a typical Parker truss bridge. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Brackett Construction Company of Cincinatti, Ohio. 40.030401 -82.934094 Alum Creek Trail (Ohio To Erie Trail)c Alum Creek Columbus Franklin County, Ohio Ohio United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1900 0 Brackett Construction Company of Cincinatti, Ohio 9 9 153 46.63 153 46.63 14 4.27 https://historicbridges.org/ohio/bridgeview/little_img_4871_small.jpg https://historicbridges.org/ohio/bridgeview/little_img_4871.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bridgeview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.030401,-82.934094
6175 Seneca Railroad Bridge This 19th century pin-connected railroad truss bridge was converted into a vertical lift span likely in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 41.306080 -88.585860 Railroad (CSX) Illinois River Seneca Grundy County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Vertical Lift Tower Drive 6 1 Metal Pratt Pin-Connected Through Truss Fixed 6 0 1882 0 Unknown 8 8 180 54.86 650 198.12 0 0 https://historicbridges.org/illinois/senecarail/little_tw224085_small.jpg https://historicbridges.org/illinois/senecarail/little_tw224085.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/senecarail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.306080,-88.585860
6176 Pekin Railroad Bridge This railroad bridge is noted for its combination of noteworthy spans including lattice truss approach spans and a pin-connected lift span. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.554330 -89.675470 Railroad (Union Pacific) Illinois River Pekin Peoria County, Illinois and Tazewell County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Movable: Vertical Lift Tower Drive 7 1 Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 0 1912 0 King Bridge Company of Cleveland, Ohio 8 8 175 53.34 1508 459.64 0 0 https://historicbridges.org/illinois/pekin/little_main2_small.jpg https://historicbridges.org/illinois/pekin/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pekin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.554330,-89.675470
6177 Omer Railroad Bridge This is a rare example of a railroad pony truss bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.042690 -83.854050 Railroad (Detroit and Mackinac) Rifle River Omer Arenac County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 0 1918 Unknown 6 8 107 32.61 112 34.14 0 0 https://historicbridges.org/michigan/omer/little_omer_5782_small.jpg https://historicbridges.org/michigan/omer/little_omer_5782.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/omer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.042690,-83.854050
6178 Flint Water Plant Bridge The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal rivet-connected Warren through truss, fixed. 43.056470 -83.668950 Building Connection Building Grounds Flint Genesee County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 5 5 63 19.2 0 0 0 0 https://historicbridges.org/michigan/flintwaterplant/little_brg_5138_small.jpg https://historicbridges.org/michigan/flintwaterplant/little_brg_5138.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flintwaterplant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.056470,-83.668950
6179 Rhodes Road Bridge This long abandoned bridge is highly overgrown and has almost collapsed. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: This bridge and abandoned road are formally abandoned and considered private property today. 42.906140 -83.495400 Rhodes Road Kearsley Creek Goodrich Genesee County, Michigan Michigan United States This bridge and abandoned road are formally abandoned and considered private property today. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 6 0 0 0 0 0 0 https://historicbridges.org/michigan/rhodes/little_rickmcomber-img_4257_small.jpg https://historicbridges.org/michigan/rhodes/little_rickmcomber-img_4257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rhodes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.906140,-83.495400
6180 Shiawassee River Private Bridge This is a rare Queenpost pony truss bridge and is also noted for its lightweight construction. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is located on private property and is not visible from any public roads 42.797985 -83.933198 Private Trail Shiawassee River Rural Shiawassee County, Michigan Michigan United States This bridge is located on private property and is not visible from any public roads Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/shiawasseeprivate/little_brg_4754_small.jpg https://historicbridges.org/michigan/shiawasseeprivate/little_brg_4754.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/shiawasseeprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.797985,-83.933198
6181 Greenwood Road Private Bridge This small truss bridge on private property is the only known historic bridge of any kind in Ogemaw County. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property but is viewable from the adjacent public road. 44.175540 -84.347620 Private Crossing Chatman Creek Rural Ogemaw County, Michigan Michigan United States This bridge is on private property but is viewable from the adjacent public road. Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Unknown 6 9 30 9.14 30 9.14 13 3.96 https://historicbridges.org/michigan/greenwoodroad/little_greenwoodroad_5224_small.jpg https://historicbridges.org/michigan/greenwoodroad/little_greenwoodroad_5224.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenwoodroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.175540,-84.347620
6182 Hogan Road Driveway Bridge This bridge is noted for its large built-up floorbeams and its uncommon use of pin caps instead of pin nuts. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: This bridge is located on a private driveway but is visible from the nearby public road. 42.818157 -83.801753 Private Driveway Shiawassee River Rural Genesee County, Michigan Michigan United States This bridge is located on a private driveway but is visible from the nearby public road. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 7 0 0 0 0 0 0 https://historicbridges.org/michigan/hogan/little_img_2790_small.jpg https://historicbridges.org/michigan/hogan/little_img_2790.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hogan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.818157,-83.801753
6183 Woodlawn Cemetery Bridge Willow Lake Bridge This small concrete arch bridge is an attractive structure that adds beauty to the cemetery. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.443492 -83.127945 Cemetery Pathway Willow Lake Detroit Wayne County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 25 7.62 45 13.72 8 2.44 https://historicbridges.org/michigan/woodlawncemetery/little_img_3389_small.jpg https://historicbridges.org/michigan/woodlawncemetery/little_img_3389.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodlawncemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.443492,-83.127945
6184 Paw Paw River Railroad Bridge East This is one of two small bascule railroad bridges in the city which no longer open and have had all mechanics removed. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal deck girder, movable: bascule, Fixed Trunnion. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 42.125190 -86.447830 Railroad (CSX) Paw Paw River Benton Harbor Berrien County, Michigan Michigan United States Metal Deck Girder Movable: Bascule Fixed Trunnion 0 1 Metal Deck Girder Fixed 0 2 1915 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 5 6 46 14.02 123 37.49 0 0 https://historicbridges.org/michigan/pawpawrr/little_pawpaw_2624_small.jpg https://historicbridges.org/michigan/pawpawrr/little_pawpaw_2624.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pawpawrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.125190,-86.447830
6185 Conde B. McCullough Memorial Bridge Coos Bay Bridge One of the most famous historic bridges in Oregon is this unique work of art that unites the beauty of steel and concrete. The technical description of the main or most noteworthy span of the bridge is a 793 ft (241.71 m) metal cantilever rivet-connected through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and American Bridge Company of New York, New York. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.426530 -124.222420 Oregon Coast Highway (US-101) Coos Bay North Bend Coos County, Oregon Oregon United States Metal Rivet-Connected Through Truss Fixed 26 Cantilever 3 Concrete Open Spandrel Deck Arch Fixed 0 27 1936 2018 Virginia Bridge and Iron Company of Roanoke, Virginia and American Bridge Company of New York, New York Conde Balcom McCullough (Oregon State Highway Commission) 9 10 793 241.71 5323 1622.45 27 8.23 https://historicbridges.org/oregon/coosbaymccullough/little_coosbaymccullough_5080_small.jpg https://historicbridges.org/oregon/coosbaymccullough/little_coosbaymccullough_5080.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/coosbaymccullough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.426530,-124.222420
6186 Armitage Bridge Coburg Railroad Bridge This incredible bridge is one of the best preserved works in the entire country of famous engineer George Morison and his Whipple truss design. The technical description of the main or most noteworthy span of the bridge is a 405 ft (123.44 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by George Shattuck Morison. 44.112500 -123.046980 Railroad (Rail-Trail) McKenzie River Coburg Lane County, Oregon Oregon United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 16 1 Wood Stringer (Multi-Beam) Fixed 0 5 1887 1907 Unknown George Shattuck Morison 9 10 405 123.44 485 147.83 16.8 5.12 https://historicbridges.org/oregon/armitage/little_armitage_9551_small.jpg https://historicbridges.org/oregon/armitage/little_armitage_9551.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/armitage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.112500,-123.046980
6187 Hayden Bridge This is one of the earliest, best preserved, most significant, and unique Phoenix column bridges in the country! The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania). 44.071870 -122.964170 Railroad (Abandoned Weyerhauser Logging Railway) McKenzie River Springfield Lane County, Oregon Oregon United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1882 0 Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania) 9 10 224 68.28 224 68.28 18 5.49 https://historicbridges.org/oregon/hayden/little_hayden_7856_small.jpg https://historicbridges.org/oregon/hayden/little_hayden_7856.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/hayden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.071870,-122.964170
6188 Yaquina Bay Bridge Newport Bridge A masterpiece of engineer Conde McCullough, this bridge is one of the largest and most impressive historic bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by Gilpin Construction Company of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.622720 -124.056910 Oregon Coast Highway (US-101) Yaquina Bay Newport Lincoln County, Oregon Oregon United States Metal Braced Ribbed Through Arch Fixed 24 1 Concrete Open Spandrel Deck Arch Fixed 0 22 1934 1997 Gilpin Construction Company of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 9 10 600 182.88 3260.7 993.86 27 8.23 https://historicbridges.org/oregon/yaquinabay/little_yaquinabay_9177_8_9v_small.jpg https://historicbridges.org/oregon/yaquinabay/little_yaquinabay_9177_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/yaquinabay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.622720,-124.056910
6189 Lewis and Clark Bridge Longview Bridge This amazing bridge is noted as a work of famous engineer Joseph Strauss and for a record-breaking span length. The technical description of the main or most noteworthy span of the bridge is a 1200 ft (365.76 m) metal cantilever rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 46.104810 -122.962040 WA-433 Columbia River, Dike Road, and West Port Way Longview and Rainier Cowlitz County, Washington and Columbia County, Oregon Washington and Oregon United States Metal Modified Warren Rivet-Connected Through Truss Fixed 29 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 10 31 1929 2003 Bethlehem Steel Company of Bethlehem, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 10 1200 365.76 5478 1669.69 34 10.36 https://historicbridges.org/washington/longviewlewisandclark/little_longviewlewisandclark_3483_small.jpg https://historicbridges.org/washington/longviewlewisandclark/little_longviewlewisandclark_3483.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/longviewlewisandclark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.104810,-122.962040
6190 Ross Island Bridge This unusual and attractive arch-shaped cantilever truss bridge was designed by famous engineer Gustav Lindenthal. The technical description of the main or most noteworthy span of the bridge is a 535 ft (163.07 m) metal cantilever rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by Booth and Pomeroy of Portland, Oregon and American Bridge Company of New York, New York. The bridge was primarily designed by Gustav Lindenthal. 45.501230 -122.664710 US-26 Willamette River and Various Streets and Railroad Portland Multnomah County, Oregon Oregon United States Metal Modified Warren (Subdivided) Rivet-Connected Deck Truss Fixed 40 Cantilever 3 Metal Modified Warren (Subdivided) Rivet-Connected Deck Truss Fixed 24 31 1926 2000 Booth and Pomeroy of Portland, Oregon and American Bridge Company of New York, New York Gustav Lindenthal 8 8 535 163.07 3653 1113.43 43 13.11 https://historicbridges.org/oregon/rossisland/little_rossisland_5566_7_8v_small.jpg https://historicbridges.org/oregon/rossisland/little_rossisland_5566_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/rossisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.501230,-122.664710
6191 Ausable River Railway Bridge This heavy-duty railway bridge is today abandoned and hidden away in a rural setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.171790 -81.809730 Railroad (Abandoned Grand Trunk Railway) Ausable River Lambton Shores Lambton County, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/ausablerailway/little_2006-05-21_ausablerrbridge_09_small.jpg https://historicbridges.org/ontario/ausablerailway/little_2006-05-21_ausablerrbridge_09.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ausablerailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.171790,-81.809730
6192 Hawthorne Bridge This attractive vertical lift bridge is noted as a very early surviving example of its type. The technical description of the main or most noteworthy span of the bridge is a 251 ft (76.5 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 45.513290 -122.671070 Hawthorne Avenue Willamette River Portland Multnomah County, Oregon Oregon United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 11 1 Metal Parker Rivet-Connected Through Truss Fixed 11 5 1910 1997 Pennsylvania Steel Company of Steelton, Pennsylvania Waddell and Harrington of Kansas City, Missouri 8 8 251 76.5 1383 421.54 43.6 13.29 https://historicbridges.org/oregon/hawthorne/little_hawthorne_5986_small.jpg https://historicbridges.org/oregon/hawthorne/little_hawthorne_5986.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/hawthorne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.513290,-122.671070
6193 Morrison Bridge This bridge is one of Portland's younger historic bridges, and is an interesting comparison to the nearby Burnside Bridge. The technical description of the main or most noteworthy span of the bridge is a 285 ft (86.87 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 45.517900 -122.669780 Morrison Street Willamette River Portland Multnomah County, Oregon Oregon United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Pratt Rivet-Connected Deck Truss Fixed 8 2 1958 0 American Bridge Company of New York, New York Sverdrup and Parcel of St. Louis, Missouri 6 6 285 86.87 3125 952.5 68.6 20.91 https://historicbridges.org/oregon/morrison/little_morrison_6766_7_8v_small.jpg https://historicbridges.org/oregon/morrison/little_morrison_6766_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/morrison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.517900,-122.669780
6194 Marquam Bridge This utilitarian mid-20th century truss bridge is noted for its unusual double-deck cantilever truss design. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal cantilever multiple-type-connected Warren deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ivan D. Merchant. 45.507760 -122.669220 I-5 Willamette River Portland Multnomah County, Oregon Oregon United States Metal Warren Multiple-Type-Connected Deck Truss Fixed 14 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 0 1966 1996 American Bridge Company of New York, New York Ivan D. Merchant 6 6 440 134.11 5280 1609.34 114 34.75 https://historicbridges.org/oregon/marquam/little_marquam_5905_6_7v_small.jpg https://historicbridges.org/oregon/marquam/little_marquam_5905_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/marquam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.507760,-122.669220
6195 Fremont Bridge Despite its young age, this 1973 steel arch bridge is considered a historic bridge due to its record-breaking span length. The technical description of the main or most noteworthy span of the bridge is a 1255.3 ft (382.62 m) metal continuous tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Parsons Brinckerhoff of New York, New York. 45.537890 -122.683000 I-405 Willamette River Portland Multnomah County, Oregon Oregon United States Metal Solid Ribbed Tied Through Arch Fixed 28 Continuous 3 0 0 1973 0 American Bridge Company of New York, New York Parsons Brinckerhoff of New York, New York 6 6 1255.3 382.62 7340 2237.23 136.2 41.51 https://historicbridges.org/oregon/fremontbridge/little_fremontbridge_0168_69_70v_small.jpg https://historicbridges.org/oregon/fremontbridge/little_fremontbridge_0168_69_70v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/fremontbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.537890,-122.683000
6196 Siuslaw River Bridge Florence Bridge This spectacular bridge is richly ornamented and consists of an unusual combination of rainbow arch spans and a bascule span. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Mercer-Fraser Company of Eureka, California. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.964770 -124.108490 Oregon Coast Highway (US-101) Siuslaw River Florence Lane County, Oregon Oregon United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Concrete Rainbow Tied Through Arch Fixed 0 22 1936 2018 Mercer-Fraser Company of Eureka, California Conde Balcom McCullough (Oregon State Highway Commission) 9 9 154 46.94 1649.4 502.74 37 11.28 https://historicbridges.org/oregon/florence/little_florence_1636_7_8v_small.jpg https://historicbridges.org/oregon/florence/little_florence_1636_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/florence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.964770,-124.108490
6197 Astoria-Megler Bridge This extremely long bridge has simple truss spans at the northern end, and an enormous continuous truss at the southern end. The technical description of the main or most noteworthy span of the bridge is a 1232 ft (375.51 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York and DeLong Corporation. The bridge was primarily designed by George Stevens, William A. Bugee, and Ivan D. Merchant. 46.193670 -123.850490 Oregon Coast Highway (US-101) Columbia River Astoria Clatsop County, Oregon and Pacific County, Washington Oregon United States Metal Warren Rivet-Connected Through Truss Fixed 28 Continuous 3 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 188 1966 0 American Bridge Company of New York, New York and DeLong Corporation George Stevens, William A. Bugee, and Ivan D. Merchant 7 7 1232 375.51 21677 6607.15 28 8.53 https://historicbridges.org/oregon/astoriamegler/little_astoriamegler_6300_1_2v_small.jpg https://historicbridges.org/oregon/astoriamegler/little_astoriamegler_6300_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/astoriamegler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.193670,-123.850490
6198 Umpqua River Bridge Reedsport Bridge One of the major historic bridges on the Oregon Coast Highway is this bridge, a unique combination of concrete arch and metal truss swing technology. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal rivet-connected Parker through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Teufel and Carlson of Seattle, Washington. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.709610 -124.101030 Oregon Coast Highway (US-101) Umpqua River and McIntosh Slough Reedsport Douglas County, Oregon Oregon United States Metal Parker Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 Concrete Rainbow Tied Through Arch Fixed 0 27 1936 1966 Teufel and Carlson of Seattle, Washington Conde Balcom McCullough (Oregon State Highway Commission) 9 9 430 131.06 2206 672.39 27 8.23 https://historicbridges.org/oregon/reedsport/little_reedsport_2890_1_2v_small.jpg https://historicbridges.org/oregon/reedsport/little_reedsport_2890_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/reedsport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.709610,-124.101030
6199 ! Interstate Bridge A bridge with complex history, this bridge is paired with a nearly identical 1958 bridge, and its 278.7 foot vertical lift span from 1917 today is out-spanned by a newer 1958 fixed truss span of 531.4 feet. The technical description of the main or most noteworthy span of the bridge is a 531.4 ft (161.97 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 45.618380 -122.675050 I-5 Columbia River Portland and Vancouver Multnomah County, Oregon and Clark County, Washington Oregon and Washington United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 11 1 Metal Pennsylvania Rivet-Connected Through Truss Fixed 22 16 1917 1958 American Bridge Company of New York, New York Waddell and Harrington of Kansas City, Missouri 8 8 531.4 161.97 3538 1078.38 38 11.58 https://historicbridges.org/oregon/interstatebridge/little_interstatebridge_1599_small.jpg https://historicbridges.org/oregon/interstatebridge/little_interstatebridge_1599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/interstatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.618380,-122.675050
6200 Oregon City Bridge This unique bridge is classified as a steel arch bridge because it is a simple non-structural gunnite (shotcrete) that covers its structural steel arch. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by A. Guthrie and Company of St. Paul, Minnesota. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.359030 -122.609700 OR-43 (7th Street, Willamette Drive) Willamette River Oregon City Clackamas County, Oregon Oregon United States Metal Solid Ribbed Through Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 10 1922 2012 A. Guthrie and Company of St. Paul, Minnesota Conde Balcom McCullough (Oregon State Highway Commission) 8 8 360 109.73 745 227.08 18.4 5.61 https://historicbridges.org/oregon/oregoncity/little_oregoncity_3835_6_7v_small.jpg https://historicbridges.org/oregon/oregoncity/little_oregoncity_3835_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oregoncity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.359030,-122.609700
6201 Cape Creek Bridge One of the most unique concrete arch bridges in the country, this bridge was designed to look like roman aqueducts with multiple levels of arches. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Clackamas Construction Company of Clackamas, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.133470 -124.121590 Oregon Coast Highway (US-101) Cape Creek Rural Lane County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 13 1932 1991 Clackamas Construction Company of Clackamas, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 8 8 220 67.06 649 197.82 27 8.23 https://historicbridges.org/oregon/capecreekbridge/little_capecreekbridge_1147_8_9v_small.jpg https://historicbridges.org/oregon/capecreekbridge/little_capecreekbridge_1147_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/capecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.133470,-124.121590
6202 Mill City Bridge This is an unaltered and outstanding representative example of a 1930s standard riveted through truss bridge in Oregon. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 44.754840 -122.477590 1st Avenue (OR-22 Connector) Santiam River Mill City Linn County, Oregon and Marion County, Oregon Oregon United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Concrete T-Beam Fixed 0 5 1934 1960 Unknown 6 6 200 60.96 362 110.34 23.3 7.1 https://historicbridges.org/oregon/millcity/little_millcity_2650_small.jpg https://historicbridges.org/oregon/millcity/little_millcity_2650.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/millcity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.754840,-122.477590
6203 Mill City Railroad Bridge Moved here in 1919 from near San Jose, California, this is one of only two rare and highly significant Phoenix truss bridges in Oregon. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 44.755270 -122.477880 Railroad (Mill City Trail Rail-Trail) Santiam River Mill City Linn County, Oregon and Marion County, Oregon Oregon United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 1888 1919 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 10 120 36.58 285 86.87 15 4.57 https://historicbridges.org/oregon/millcityrailroad/little_millcityrailroad_2740_small.jpg https://historicbridges.org/oregon/millcityrailroad/little_millcityrailroad_2740.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/millcityrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.755270,-122.477880
6204 Newberg Bridge Champoeg Road Bridge A former highway bridge that only carries a pipeline today, this is a very unusual design of cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 315 ft (96.01 m) metal rivet-connected Modified Warren (Subdivided) deck truss, fixed. The bridge was primarily built by Coast Bridge Company of Portland, Oregon. 45.283880 -122.962180 Pipeline (Formerly Champoeg Road) Willamette River Newberg Yamhill County, Oregon and Marion County, Oregon Oregon United States Metal Modified Warren (Subdivided) Rivet-Connected Deck Truss Fixed 0 3 0 0 1914 0 Coast Bridge Company of Portland, Oregon 8 8 315 96.01 735 224.03 20 6.1 https://historicbridges.org/oregon/newbergbridge/little_newbergbridge_3607_8_9v_small.jpg https://historicbridges.org/oregon/newbergbridge/little_newbergbridge_3607_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/newbergbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.283880,-122.962180
6205 Union Street Railroad Bridge This impressive vertical lift railroad bridge has been beautifully preserved and converted for pedestrian use, and is a popular crossing now. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 44.947070 -123.041810 Railroad (Rail-Trail, Former Union Pacific Railroad) Willamette River Salem Marion County, Oregon and Polk County, Oregon Oregon United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 5 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 0 1913 2008 American Bridge Company of New York, New York Waddell and Harrington of Kansas City, Missouri 8 8 134 40.84 1572 479.15 0 0 https://historicbridges.org/oregon/salemrailroad/little_salemrailroad_2839_small.jpg https://historicbridges.org/oregon/salemrailroad/little_salemrailroad_2839.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/salemrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.947070,-123.041810
6206 Marion Street Bridge This riveted deck plate girder bridge was widened on one side with modern girders. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal rivet-connected deck girder, fixed, Span Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 44.946050 -123.042970 Marion Street Willamette River Salem Marion County, Oregon and Polk County, Oregon Oregon United States Metal Rivet-Connected Deck Girder Fixed Span Drive 0 4 Concrete T-Beam Fixed 0 31 1953 1984 Unknown Glenn S. Paxson (Oregon State Highway Commission) 4 5 252 76.81 2393 729.39 56 17.07 https://historicbridges.org/oregon/salem/little_salem_2848_49_50v_small.jpg https://historicbridges.org/oregon/salem/little_salem_2848_49_50v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/salem/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.946050,-123.042970
6207 Springfield Main Street Bridge This graceful and relatively small-scale continuous through truss with its arch-like shape is a beautiful landmark in Springfield. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.045380 -123.027650 OR-26 Westbound (Main Street) Willamette River Springfield Lane County, Oregon Oregon United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 9 3 Concrete Stringer (Multi-Beam) Fixed 0 11 1929 0 Unknown Conde Balcom McCullough (Oregon State Highway Commission) 8 8 198 60.35 1095 333.76 27 8.23 https://historicbridges.org/oregon/springfieldbridge/little_springfieldbridge_8312_small.jpg https://historicbridges.org/oregon/springfieldbridge/little_springfieldbridge_8312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/springfieldbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.045380,-123.027650
6208 Springfield South A Street Bridge This riveted deck plate girder bridge was built to create a one-way couplet with the nearby truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 44.045010 -123.027450 OR-26 Eastbound (South A Street) Willamette River Springfield Lane County, Oregon Oregon United States Metal Deck Girder Fixed 0 3 Concrete Stringer (Multi-Beam) Fixed 0 4 1957 0 Unknown 4 4 200 60.96 766 233.48 30 9.14 https://historicbridges.org/oregon/springfieldbridge2/little_springfieldbridge2_8738_small.jpg https://historicbridges.org/oregon/springfieldbridge2/little_springfieldbridge2_8738.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/springfieldbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.045010,-123.027450
6208 Springfield Railroad Bridge This traditional railroad through truss bridge is one of three riveted bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 44.042990 -123.026050 Railroad (Union Pacific) Willamette River Springfield Lane County, Oregon Oregon United States Metal Parker Pin-Connected Through Truss Fixed 9 1 Metal Pratt Pin-Connected Through Truss Fixed 0 3 1911 1925 Unknown 7 7 260 79.25 1365 416.05 15 4.57 https://historicbridges.org/oregon/springfieldrailroad/little_springfieldrailroad_8426_7_8v_small.jpg https://historicbridges.org/oregon/springfieldrailroad/little_springfieldrailroad_8426_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/springfieldrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.042990,-123.026050
6210 Winchester Bridge Robert A. Booth Bridge This graceful and richly decorated multi-span arch bridge has been rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by H. E. Doering of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.283250 -123.355400 Northeast Stephens Street (Old OR-99) North Umpqua River Winchester Douglas County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 7 Concrete Slab Fixed 0 6 1923 2008 H. E. Doering of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 7 7 112 34.14 901.6 274.81 24 7.32 https://historicbridges.org/oregon/winchesterbridge/little_winchesterbridge_6818_19_20v_small.jpg https://historicbridges.org/oregon/winchesterbridge/little_winchesterbridge_6818_19_20v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winchesterbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.283250,-123.355400
6211 Winchester I-5 Bridges This pair of nearly identical bridges are a good example of mid 20th century riveted truss bridge construction. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by P. Mervyn Stephenson and Theodore C. Roake. 43.282700 -123.355900 I-5 North Umpqua River Winchester Douglas County, Oregon Oregon United States Metal Warren Rivet-Connected Deck Truss Fixed 8 5 Concrete T-Beam Fixed 0 13 1955 1979 Unknown P. Mervyn Stephenson and Theodore C. Roake 5 5 140 42.67 1637 498.96 28 8.53 https://historicbridges.org/oregon/winchesteri5/little_winchesteri5_6566_small.jpg https://historicbridges.org/oregon/winchesteri5/little_winchesteri5_6566.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winchesteri5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.282700,-123.355900
6212 Winchester Railroad Bridge This is a traditional example of an early 20th century rivet-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.281900 -123.357200 Railroad (Central Oregon and Pacific Railroad) North Umpqua River Winchester Douglas County, Oregon Oregon United States Metal Warren Rivet-Connected Through Truss Fixed 6 3 0 0 1906 0 American Bridge Company of New York, New York 6 7 150 45.72 1160 353.57 0 0 https://historicbridges.org/oregon/winchesterrailroad/little_winchesterrailroad_6656_7_8v_small.jpg https://historicbridges.org/oregon/winchesterrailroad/little_winchesterrailroad_6656_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winchesterrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.281900,-123.357200
6213 Tenmile Creek Bridge This is one of several beautiful single-span rainbow arch bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.224040 -124.109460 Oregon Coast Highway (US-101) Tenmile Creek Rural Lane County, Oregon Oregon United States Concrete Rainbow Tied Through Arch Fixed 10 1 Concrete T-Beam Fixed 0 2 1931 2007 Union Bridge and Construction Company of Kansas City, Missouri Conde Balcom McCullough (Oregon State Highway Commission) 7 7 120 36.58 184.4 56.21 27 8.23 https://historicbridges.org/oregon/tenmilecreek/little_tenmilecreek_0793_4_5v_small.jpg https://historicbridges.org/oregon/tenmilecreek/little_tenmilecreek_0793_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/tenmilecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.224040,-124.109460
6214 Big Creek Bridge This is one of several beautiful single-span rainbow arch bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.174390 -124.115140 Oregon Coast Highway (US-101) Big Creek Rural Lane County, Oregon Oregon United States Concrete Rainbow Tied Through Arch Fixed 10 1 Concrete T-Beam Fixed 0 3 1931 1997 Union Bridge and Construction Company of Kansas City, Missouri Conde Balcom McCullough (Oregon State Highway Commission) 7 7 120 36.58 239 72.85 27 8.23 https://historicbridges.org/oregon/bigcreek/little_bigcreek_0985_6_7v_small.jpg https://historicbridges.org/oregon/bigcreek/little_bigcreek_0985_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bigcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.174390,-124.115140
6215 Ellsworth Street Bridge This is a graceful multi-span through truss that is today part of a one-way couplet of bridges. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Union Bridge Company of Portland, Oregon. 44.639300 -123.106750 US-20 Eastbound (Ellsworth Street) Willamette River Albany Benton County, Oregon and Linn County, Oregon Oregon United States Metal Parker Rivet-Connected Through Truss Fixed 10 4 Concrete T-Beam Fixed 0 7 1926 1971 Union Bridge Company of Portland, Oregon 6 6 200 60.96 1090 332.23 26 7.92 https://historicbridges.org/oregon/albany/little_albany_1267_small.jpg https://historicbridges.org/oregon/albany/little_albany_1267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albany/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.639300,-123.106750
6216 Ferry Street Bridge Coburg Road Bridge This skewed bridge is a later but still uncommon and rather wide example of a continuous through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 44.057950 -123.083910 Coburg Road Willamette River Eugene Lane County, Oregon Oregon United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 Continuous 2 Concrete Stringer (Multi-Beam) Fixed 0 7 1950 1999 Unknown 6 6 221 67.36 796 242.62 48 14.63 https://historicbridges.org/oregon/ferrystreet/little_ferrystreet_8897_small.jpg https://historicbridges.org/oregon/ferrystreet/little_ferrystreet_8897.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/ferrystreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.057950,-123.083910
6217 Calapooia River Railroad Bridge This is an unusual pin-connected and subdivided Warren through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal pin-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. 44.636090 -123.112160 Railroad (Portland and Western Railroad) Calapooia River Albany Linn County, Oregon Oregon United States Metal Modified Warren (Subdivided) Pin-Connected Through Truss Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 1908 Unknown 8 8 250 76.2 1972 601.07 15 4.57 https://historicbridges.org/oregon/albanycalapooiarr/little_albanycalapooiarr_1540_small.jpg https://historicbridges.org/oregon/albanycalapooiarr/little_albanycalapooiarr_1540.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albanycalapooiarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.636090,-123.112160
6218 Jacob Conser Bridge This is an impressive multi-span example of a rainbow arch bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Clackamas Construction Company of Clackamas, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.715000 -123.014320 OR-164 (OR-99E Business) Santiam River Jefferson Marion County, Oregon and Linn County, Oregon Oregon United States Concrete Rainbow Through Arch Fixed 0 3 Concrete Curved T-Beam Fixed 0 4 1933 0 Clackamas Construction Company of Clackamas, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 8 8 200 60.96 802 244.45 24 7.32 https://historicbridges.org/oregon/jefferson/little_jefferson_1726_small.jpg https://historicbridges.org/oregon/jefferson/little_jefferson_1726.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.715000,-123.014320
6219 Jefferson Railroad Bridge This multi-span railroad truss bridge appears to be slowly losing its original spans to replacement. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.714740 -123.014130 Railroad (Union Pacific) Santiam River Jefferson Marion County, Oregon and Linn County, Oregon Oregon United States Metal Camelback Pin-Connected Through Truss Fixed 7 2 Metal Stringer (Multi-Beam) Fixed 0 0 1906 0 American Bridge Company of New York, New York 7 7 190 57.91 1553 473.35 0 0 https://historicbridges.org/oregon/jeffersonrailroad/little_jeffersonrailroad_1951_small.jpg https://historicbridges.org/oregon/jeffersonrailroad/little_jeffersonrailroad_1951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/jeffersonrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.714740,-123.014130
6220 Wilson River Bridge This is the oldest of several beautiful single-span rainbow arch bridges on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by Clackamas Construction Company of Clackamas, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.478230 -123.844440 Oregon Coast Highway (US-101) Wilson River Tillamook Tillamook County, Oregon Oregon United States Concrete Rainbow Tied Through Arch Fixed 10 1 Concrete T-Beam Fixed 0 4 1931 0 Clackamas Construction Company of Clackamas, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 7 7 120 36.58 184.3 56.17 27 8.23 https://historicbridges.org/oregon/wilsonriver/little_wilsonriver_7947_small.jpg https://historicbridges.org/oregon/wilsonriver/little_wilsonriver_7947.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/wilsonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.478230,-123.844440
6221 Necarney Creek Bridge Sam Reed Bridge This is a large high-level and curved bridge on the Oregon Coast Highway. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 45.756910 -123.958410 Oregon Coast Highway (US-101) Necarney Creek Rural Tillamook County, Oregon Oregon United States Metal Stringer (Multi-Beam) Fixed 0 13 0 0 1937 0 Unknown Glenn S. Paxson (Oregon State Highway Commission) 6 6 70 21.34 602 183.49 26 7.92 https://historicbridges.org/oregon/necarneycreek/little_necarneycreek_7377_8_9v_small.jpg https://historicbridges.org/oregon/necarneycreek/little_necarneycreek_7377_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/necarneycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.756910,-123.958410
6222 Broadway Street Bridge The only Luten arch in Oregon, this is a classic example of a Luten arch with the balustrade railing used for urban bridges. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by W. A. Webster and J. H. Tillman. The bridge was primarily designed by G. R. Edwards and Daniel Luten. 45.993120 -123.924090 Broadway Street Necanicum River Seaside Clatsop County, Oregon Oregon United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1924 0 W. A. Webster and J. H. Tillman G. R. Edwards and Daniel Luten 7 7 43 13.11 152 46.33 30 9.14 https://historicbridges.org/oregon/seasidebroadway/little_seasidebroadway_6918_19_20v_small.jpg https://historicbridges.org/oregon/seasidebroadway/little_seasidebroadway_6918_19_20v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/seasidebroadway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.993120,-123.924090
6223 Lewis and Clark River Bridge This is a rare example of a single leaf highway bascule bridge, and it includes a long timber approach causeway. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Pratt deck truss, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 46.152300 -123.859240 Business US-101 (Warrenton-Astoria Highway) Lewis and Clark River Astoria Clatsop County, Oregon Oregon United States Metal Pratt Rivet-Connected Deck Truss Movable: Single Leaf Bascule Fixed Trunnion 7 1 Wood Stringer (Multi-Beam) Fixed 0 38 1924 2015 Unknown Conde Balcom McCullough (Oregon State Highway Commission) 7 7 112 34.14 870 265.18 19 5.79 https://historicbridges.org/oregon/lewisandclarkriver/little_lewisandclarkriver_6729_30_31v_small.jpg https://historicbridges.org/oregon/lewisandclarkriver/little_lewisandclarkriver_6729_30_31v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/lewisandclarkriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.152300,-123.859240
6224 Youngs Bay Bridge This is a graceful double-leaf bascule bridge, and is also noted for its unusual ornate combination of concrete and timber approach railings. The technical description of the main or most noteworthy span of the bridge is a 166.3 ft (50.69 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Gilpin Construction Company of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 46.168730 -123.838150 Business US-101 (Warrenton-Astoria Highway) Youngs Bay Astoria Clatsop County, Oregon Oregon United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Wood Stringer (Multi-Beam) Fixed 0 58 1921 0 Gilpin Construction Company of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 7 7 166.3 50.69 1845.2 562.42 20.3 6.19 https://historicbridges.org/oregon/youngsbay/little_youngsbay_6375_6_7v_small.jpg https://historicbridges.org/oregon/youngsbay/little_youngsbay_6375_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/youngsbay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.168730,-123.838150
6225 Cầu Long Biên (Long Bien Bridge) Paul Doumer Bridge A famous bridge in Vietnam, this is one of the most impressive historic cantilever truss bridges in the world, despite half of the original bridge being lost to war. The technical description of the main or most noteworthy span of the bridge is a 348.3 ft (106.16 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Daydé and Pillé of Paris, France and Schneider et Cie of Chalon-sur-Saône, France. 21.043566 105.859210 Railroad (Hanoi Railway) and Highway Red River (Sông Hồng) Hanoi (Hà Nội) Hanoi (Hà Nội) Hanoi (Hà Nội) Vietnam (Việt Nam) Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 19 Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 10 1 1902 1972 Daydé and Pillé of Paris, France and Schneider et Cie of Chalon-sur-Saône, France 10 10 348.3 106.16 5643 1719.99 26.4 8.05 https://historicbridges.org/vietnam/longbienbridge/little_longbienbridge_brg_6026_7_8p_small.jpg https://historicbridges.org/vietnam/longbienbridge/little_longbienbridge_brg_6026_7_8p.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/longbienbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.043566,105.859210
6227 Cầu Mống (Mong Bridge) One of the oldest and most significant historic bridges in Vietnam, this beautiful bridge is also noted for its span length. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Société de construction de Levallois-Perret of Paris, France. 10.768003 106.703702 Pedestrian Walkway Ben Nghe Canal (Rạch Bến Nghé) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 0 1 0 0 1894 2005 Société de construction de Levallois-Perret of Paris, France 10 10 270 82.3 330 100.58 17 5.18 https://historicbridges.org/vietnam/mongbridge/little_mongbridge_brg_7503_4_5v_small.jpg https://historicbridges.org/vietnam/mongbridge/little_pxl_20240123_103338206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/mongbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.768003,106.703702
6228 Cầu Sêrêpốk (Srepok Bridge) Concrete Bridge Today bypassed by replacement bridges, this is the largest known example of a very unusual bridge design found in Vietnam. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) concrete continuous Warren through truss, fixed. The bridge was primarily built by Unknown. 12.613010 107.929290 Nguyễn Tất Thành (AH17, QL 14) Srepok River (Sông Serepôk) (sông Đăk Krông) Buôn Ma Thuột Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) Vietnam (Việt Nam) Concrete Warren Through Truss Fixed 12 Continuous 4 0 0 1941 0 Unknown 10 10 190 57.91 500 152.4 9 2.74 https://historicbridges.org/vietnam/causerepokconcrete/little_causerepokconcrete_brg_6840_small.jpg https://historicbridges.org/vietnam/causerepokconcrete/little_causerepokconcrete_brg_6840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/causerepokconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=12.613010,107.929290
6229 Cầu Sêrêpốk (Srepok Bridge) Steel Bridge This riveted truss and girder bridge is the younger of two historic bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal continuous rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 12.613240 107.929280 Nguyễn Tất Thành (AH17, QL 14) Srepok River (Sông Serepôk) (sông Đăk Krông) Buôn Ma Thuột Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) Vietnam (Việt Nam) Metal Parker Rivet-Connected Through Truss Fixed 10 Continuous 1 Metal Deck Girder Fixed 0 4 0 0 Unknown 8 8 160 48.77 510 155.45 20 6.1 https://historicbridges.org/vietnam/causerepoksteel/little_causerepoksteel_brg_7473_small.jpg https://historicbridges.org/vietnam/causerepoksteel/little_causerepoksteel_brg_7473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/causerepoksteel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=12.613240,107.929280
6230 Cầu Cai Lậy (Cai Lay Bridge) One of a few extremely unusual and highly significant continuous concrete truss bridges in Vietnam, this one has been bypassed but still open to motorbike traffic. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete continuous Howe through truss, fixed. The bridge was primarily built by Unknown. 10.405798 106.116063 Old QL-1 (đường Quốc Lộ 1 cũ) Ba Rai River (Sông Ba Rai) Cai Lậy Tiền Giang Province (Tỉnh Tiền Giang) Tiền Giang Province (Tỉnh Tiền Giang) Vietnam (Việt Nam) Concrete Howe Through Truss Fixed 12 Continuous 3 0 0 0 0 Unknown 10 10 100 30.48 185 56.39 16 4.88 https://historicbridges.org/vietnam/caucailay/little_caucailay_brg_4007_stitch_small.jpg https://historicbridges.org/vietnam/caucailay/little_caucailay_brg_4007_stitch.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caucailay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.405798,106.116063
6231 Cầu Rạch Cát (Rach Cat Bridge) This is a classic European style bowstring truss bridge, with a center span replaced with a newer riveted truss span. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Société de construction de Levallois-Perret of Paris, France. 10.934930 106.826730 Railroad (Sài Gòn - Nha Trang Railway) Dong Nai River (Sông Đồng Nai) Biên Hòa Dong Nai Province (Tỉnh Đồng Nai) Dong Nai Province (Tỉnh Đồng Nai) Vietnam (Việt Nam) Metal Bowstring Rivet-Connected Through Truss Fixed 0 2 Metal Warren Rivet-Connected Through Truss Fixed 8 1 1903 0 Société de construction de Levallois-Perret of Paris, France 9 9 136 41.45 423 128.93 12 3.66 https://historicbridges.org/vietnam/caurachcat/little_caurachcat_brg_1921_small.jpg https://historicbridges.org/vietnam/caurachcat/little_caurachcat_brg_1921.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachcat/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.934930,106.826730
6232 Cầu Cai Tài (Cai Tai Bridge) This is an old, lightweight riveted pony truss bridge that may represent what was long ago a common bridge type in Vietnam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 10.575444 106.448140 DT835 Cau Giao Canal (Rạch Cầu Giáo) Quê Mỹ Thạnh and Mỹ Bình Long An Province (Tỉnh Long An) Long An Province (Tỉnh Long An) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 6 2 0 0 0 0 Unknown 7 7 0 0 118 35.97 0 0 https://historicbridges.org/vietnam/caucaitai/little_caucaitai_img_20181211_161554_small.jpg https://historicbridges.org/vietnam/caucaitai/little_caucaitai_img_20181211_161554.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caucaitai/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.575444,106.448140
6234 Stewart Park Bridge Roseburg Veterans Administration Hospital Bridge This unusual bridge is one of the smallest cantilever truss bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Murch Brothers Construction of St. Louis, Missouri. 43.217580 -123.366320 Centennial Drive South Umpqua River Roseburg Douglas County, Oregon Oregon United States Metal Warren Rivet-Connected Through Truss Fixed 12 3 0 0 1933 0 Murch Brothers Construction of St. Louis, Missouri 7 7 221 67.36 327 99.67 18 5.49 https://historicbridges.org/oregon/stewartparkbridge/little_stewartparkbridge_6338_39_40v_small.jpg https://historicbridges.org/oregon/stewartparkbridge/little_stewartparkbridge_6338_39_40v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/stewartparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.217580,-123.366320
6235 Bull Run Bridge This is one of two bridges in Clackamas County which are reused spans from the former Burnside Bridge in Portland. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bullen Bridge Company of Pueblo, Colorado. The bridge was primarily designed by W. B. Chase of Portland, Oregon. 45.428070 -122.232600 Bull Run Road Bull Run River Rural Clackamas County, Oregon Oregon United States Metal Pennsylvania Pin-Connected Through Truss Fixed 10 1 0 0 1894 1926 Bullen Bridge Company of Pueblo, Colorado W. B. Chase of Portland, Oregon 8 8 240 73.15 240 73.15 23.5 7.16 https://historicbridges.org/oregon/bullrunroad/little_bullrunroad_4462_3_4v_small.jpg https://historicbridges.org/oregon/bullrunroad/little_bullrunroad_4462_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bullrunroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.428070,-122.232600
6236 Lusted Road Bridge This is the larger of two bridges in Clackamas County which are reused spans from the former Burnside Bridge in Portland. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Bullen Bridge Company of Pueblo, Colorado. The bridge was primarily designed by W. B. Chase of Portland, Oregon. 45.445000 -122.253660 Lusted Road Sandy River Rural Clackamas County, Oregon Oregon United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1894 1998 Bullen Bridge Company of Pueblo, Colorado W. B. Chase of Portland, Oregon 8 8 300 91.44 300 91.44 23.5 7.16 https://historicbridges.org/oregon/lustedroad/little_lustedroad_5338_small.jpg https://historicbridges.org/oregon/lustedroad/little_lustedroad_5338.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/lustedroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.445000,-122.253660
6237 Vista Avenue Viaduct This is a richly decorated concrete arch bridge that soars over Jefferson Street, connecting residential areas above. The technical description of the main or most noteworthy span of the bridge is a 248 ft (75.59 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Parker and Banfield of Portland, Oregon. The bridge was primarily designed by Fred T. Fowler. 45.519020 -122.697690 Vista Avenue Jefferson Street Portland Multnomah County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam 0 7 1925 0 Parker and Banfield of Portland, Oregon Fred T. Fowler 7 7 248 75.59 549 167.34 37.4 11.4 https://historicbridges.org/oregon/vistabridge/little_vistabridge_7663_4_5v_small.jpg https://historicbridges.org/oregon/vistabridge/little_vistabridge_7663_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/vistabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.519020,-122.697690
6238 Cầu Tân Thuận (Tan Thuan Bridge) This bridge is noted for its variety of spans and unusual design, and is also a very graceful and attractive bridge. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. 10.755864 106.720616 Nguyễn Tất Thành and Huỳnh Tấn Phát Te Channel (Kênh Tẻ) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Bowstring Rivet-Connected Through Truss Fixed 10 1 Concrete Bowstring Tied Through Truss 15 5 1905 0 Unknown 10 10 180 54.86 675 205.74 22 6.71 https://historicbridges.org/vietnam/cautanthuan/little_cautanthuan_brg_5459_60_61v_small.jpg https://historicbridges.org/vietnam/cautanthuan/little_img_20231211_075221.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/cautanthuan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.755864,106.720616
6240 L Cầu Bình Lợi (Binh Loi Bridge) This bridge is noted for its variety of spans including what may be the only swing truss span in the country. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Bowstring pony truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Société de construction de Levallois-Perret of Paris, France. 10.825763 106.709158 Railroad (Saigon Railway) Saigon River (Sông Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Bowstring Rivet-Connected Pony Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Bowstring Rivet-Connected Through Truss 0 4 1902 0 Société de construction de Levallois-Perret of Paris, France 10 10 210 64.01 910 277.37 0 0 https://historicbridges.org/vietnam/binhloibridge/little_binhloibridge_brg_3412_small.jpg https://historicbridges.org/vietnam/binhloibridge/little_binhloibridge_brg_3412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/binhloibridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.825763,106.709158
6241 Cầu Long Kiểng (Long Kieng Bridge) This narrow riveted pony truss bridge carries an enormous amount of motorbike traffic! The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 10.688903 106.702382 Lê Văn Lương (HL34) Long Kiểng Canal (Rạch Long Kiểng) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 6 5 0 0 0 0 Unknown 7 7 75 22.86 345 105.16 0 0 https://historicbridges.org/vietnam/caulongkieng/little_caulongkieng_brg_5830_small.jpg https://historicbridges.org/vietnam/caulongkieng/little_caulongkieng_brg_5830.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caulongkieng/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.688903,106.702382
6242 Balch Gulch Bridge Thurman Street Bridge This is a rare pin-connected deck truss highway bridge that has been preserved. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Riverside Bridge Company of Martins Ferry, Ohio. The bridge was primarily designed by J.C.B. Lockwood of Portland, Oregon. 45.535540 -122.712630 Thurman Street Balch Gulch (MacLeay Park) Portland Multnomah County, Oregon Oregon United States Metal Pratt Pin-Connected Deck Truss Fixed 8 1 Metal Queenpost Pin-Connected Deck Truss Fixed 3 10 1905 2014 Riverside Bridge Company of Martins Ferry, Ohio J.C.B. Lockwood of Portland, Oregon 7 8 160 48.77 400 121.92 27 8.23 https://historicbridges.org/oregon/thurmanstreet/little_thurmanstreet_0201_2_3v_small.jpg https://historicbridges.org/oregon/thurmanstreet/little_thurmanstreet_0201_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/thurmanstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.535540,-122.712630
6243 Fessenden Street Bridge Designed by famed engineer Ralph Modjeski, one of three unusual deck truss bridges with gorgeous ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. 45.591900 -122.729040 Fessenden Street Railroad (BNSF, Portsmouth Cut) Portland Multnomah County, Oregon Oregon United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 1909 0 Unknown Ralph Modjeski 7 7 90 27.43 164 49.99 40 12.19 https://historicbridges.org/oregon/fessenden/little_fessenden_0871_small.jpg https://historicbridges.org/oregon/fessenden/little_fessenden_0871.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/fessenden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.591900,-122.729040
6244 Willamette Boulevard Bridge Designed by famed engineer Ralph Modjeski, one of three unusual deck truss bridges with gorgeous ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. 45.582200 -122.740860 Willamette Boulevard Railroad (BNSF, Portsmouth Cut) Portland Multnomah County, Oregon Oregon United States Metal Warren Rivet-Connected Deck Truss Fixed 8 3 Metal Stringer (Multi-Beam) Fixed 0 2 1909 0 Unknown Ralph Modjeski 7 7 91 27.74 340 103.63 40 12.19 https://historicbridges.org/oregon/willametteblvd/little_willametteblvd_0826_7_8v_small.jpg https://historicbridges.org/oregon/willametteblvd/little_willametteblvd_0826_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/willametteblvd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.582200,-122.740860
6245 Alexandra Avenue Bridge This very unusual bridge uses a spandrel braced design that is normally only found in steel arch bridges. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Lindstrom and Feigenson of Portland, Oregon. The bridge was primarily designed by Fred T. Fowler and Olaf Laurgaard. 45.540580 -122.722920 Alexandra Avenue Unnamed Canyon Portland Multnomah County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Deck Girder 0 8 1922 0 Lindstrom and Feigenson of Portland, Oregon Fred T. Fowler and Olaf Laurgaard 9 9 150 45.72 272 82.91 16 4.88 https://historicbridges.org/oregon/alexandraavenue/little_alexandraavenue_0534_small.jpg https://historicbridges.org/oregon/alexandraavenue/little_alexandraavenue_0534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/alexandraavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.540580,-122.722920
6246 Oregon Slough Railroad Bridge This swing bridge was designed under the direction of famous engineer Ralph Modjeski. The technical description of the main or most noteworthy span of the bridge is a 335 ft (102.11 m) metal pin-connected Modified Warren (Subdivided) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. 45.614980 -122.701470 Railroad (BNSF) Columbia River (Oregon Slough) Portland Multnomah County, Oregon Oregon United States Metal Modified Warren (Subdivided) Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss 6 9 1908 0 American Bridge Company of New York, New York Ralph Modjeski 8 8 335 102.11 1535 467.87 0 0 https://historicbridges.org/oregon/oregonslough/little_oregonslough_1184_5_6v_small.jpg https://historicbridges.org/oregon/oregonslough/little_oregonslough_1184_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oregonslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.614980,-122.701470
6247 Columbia River Railroad Bridge This swing bridge was designed under the direction of famous engineer Ralph Modjeski. The technical description of the main or most noteworthy span of the bridge is a 466 ft (142.04 m) metal pin-connected Modified Warren (Subdivided) through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski. 45.625420 -122.690400 Railroad (BNSF) Columbia River Portland and Vancouver Multnomah County, Oregon and Clark County, Washington Oregon and Washington United States Metal Modified Warren (Subdivided) Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pennsylvania Pin-Connected Through Truss 10 9 1908 0 American Bridge Company of New York, New York Ralph Modjeski 8 8 466 142.04 2808 855.88 25 7.62 https://historicbridges.org/oregon/columbiariverrailroad/little_columbiariverrailroad_1656_7_8v_small.jpg https://historicbridges.org/oregon/columbiariverrailroad/little_columbiariverrailroad_1656_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/columbiariverrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.625420,-122.690400
6248 Parry Sound Railway Bridge CPR Trestle Bridge This is a very long, high-level bridge that is a major area landmark and features a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 45.341374 -80.033608 Railroad (Canadian Pacific) Seguin River, Railroad (Fitness Trail Rail-Trail), and Various Streets Parry Sound Parry Sound District, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 2 Metal Warren Rivet-Connected Deck Truss 12 24 1908 2018 Hamilton Bridge Company of Hamilton, Ontario 7 9 165 50.29 1697 517.25 0 0 https://historicbridges.org/ontario/parrysoundcpr/little_eastelevation_small.jpg https://historicbridges.org/ontario/parrysoundcpr/little_eastelevation.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/parrysoundcpr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.341374,-80.033608
6249 Parry Sound Low Level Railway Bridge Old Train Bridge This former railway bridge is noted for its unusual design featuring a lower, shorter deck plate girder span in the middle. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 45.342628 -80.031278 Railroad (Canadian National) Seguin River Parry Sound Parry Sound District, Ontario Ontario Canada Metal Through Girder Fixed 0 2 Metal Deck Girder Fixed 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/smallparrysound/little_westelevation_small.jpg https://historicbridges.org/ontario/smallparrysound/little_westelevation.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smallparrysound/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.342628,-80.031278
6250 Champlain Bridge Sturgeon Falls Bridge This bridge is a rare example of a steel deck arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ontario Department of Highways. 46.366111 -79.933773 KH-17 (Front Street) Sturgeon River Sturgeon Falls (West Nipissing) Nipissing District, Ontario Ontario Canada Metal Solid Ribbed Deck Arch Fixed 0 1 0 2 1954 0 Unknown Ontario Department of Highways 7 7 190 57.91 270 82.3 43 13.11 https://historicbridges.org/ontario/sturgeonfallhwy/little_southelevation_small.jpg https://historicbridges.org/ontario/sturgeonfallhwy/little_southelevation.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sturgeonfallhwy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366111,-79.933773
6251 Sturgeon Falls Railway Bridge This is a small riveted railway deck truss resting on the rocky edges of the river. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 46.365562 -79.933900 Railroad (Ottawa Valley Railway) Sturgeon River Sturgeon Falls (West Nipissing) Nipissing District, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 6 1 0 0 0 0 Unknown 7 7 150 45.72 150 45.72 0 0 https://historicbridges.org/ontario/sturgeonfallsrr/little_northelevation_small.jpg https://historicbridges.org/ontario/sturgeonfallsrr/little_northelevation.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sturgeonfallsrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.365562,-79.933900
6252 Vauxhall Bridge This bridge is known for its beautiful and detailed statues and for its bright colors. The technical description of the main or most noteworthy span of the bridge is a 149 ft (45.42 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by London County Council Labor. The bridge was primarily designed by Maurice Fitzmaurice and Alexander Binnie. 51.487600 -0.127090 A202 (Vauxhall Bridge Road) River Thames London Greater London, England England United Kingdom Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 5 0 0 1906 0 London County Council Labor Maurice Fitzmaurice and Alexander Binnie 9 9 149 45.42 809 246.58 50 15.24 https://historicbridges.org/unitedkingdom/vauxhallbridge/little_bvauxhallbridge_7610_small.jpg https://historicbridges.org/unitedkingdom/vauxhallbridge/little_bvauxhallbridge_7610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/vauxhallbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.487600,-0.127090
6253 Battersea Bridge This is a large, beautiful cast iron deck arch with handsome ornamentation. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by John Mowlem and Company of London, England. The bridge was primarily designed by Joseph Bazalgette. 51.481070 -0.172480 A3220 (Battersea Bridge and Beaufort Street) River Thames London Greater London, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 5 0 0 1890 1992 John Mowlem and Company of London, England Joseph Bazalgette 9 9 163 49.68 725.5 221.13 0 0 https://historicbridges.org/unitedkingdom/batterseabridge/little_batterseabridge_1352_small.jpg https://historicbridges.org/unitedkingdom/batterseabridge/little_batterseabridge_1352.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/batterseabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.481070,-0.172480
6254 Battersea Railway Bridge Cremorne Bridge This bridge is an early example of a metal arch bridge built largely from wrought iron rather than cast iron, although some components of this bridge are cast iron. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Brassey and Ogilvie of London, England. The bridge was primarily designed by William Baker. 51.473080 -0.179210 Railroad (London Overground, West London Line) River Thames London Greater London, England England United Kingdom Metal Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 0 5 0 0 1863 1992 Brassey and Ogilvie of London, England William Baker 9 9 140 42.67 755 230.12 0 0 https://historicbridges.org/unitedkingdom/battersearailbridge/little_battersearailbridge_1441_small.jpg https://historicbridges.org/unitedkingdom/battersearailbridge/little_battersearailbridge_1441.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/battersearailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.473080,-0.179210
6255 Southwark Bridge This graceful riveted arch bridge is enhanced by a beautiful multi-color paint scheme. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by Mott, Hay and Anderson. 51.508890 -0.094060 A300 (Southwark Bridge Road and Queen Street) River Thames London Greater London, England England United Kingdom Metal Solid Ribbed Hingeless Deck Arch Fixed 0 5 0 0 1921 0 Sir William Arrol and Company of Glasgow, Scotland Mott, Hay and Anderson 8 8 240 73.15 800 243.84 0 0 https://historicbridges.org/unitedkingdom/southwarkbridge/little_southwarkbridge_0146_small.jpg https://historicbridges.org/unitedkingdom/southwarkbridge/little_southwarkbridge_0146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/southwarkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.508890,-0.094060
6256 Lambeth Bridge Although one of the younger metal arch bridges over River Thames in London, this bridge still retains some of the charm and beauty of earlier bridges. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal two-hinged Closed Spandrel deck arch, fixed. The bridge was primarily built by Dorman Long of Middlesbrough, England. The bridge was primarily designed by George Humphreys. 51.494540 -0.123040 Lambeth Road River Thames London Greater London, England England United Kingdom Metal Closed Spandrel Two-Hinged Deck Arch Fixed 0 5 0 0 1932 0 Dorman Long of Middlesbrough, England George Humphreys 7 7 165 50.29 776 236.52 0 0 https://historicbridges.org/unitedkingdom/lambethbridge/little_blambethbridge_7715_small.jpg https://historicbridges.org/unitedkingdom/lambethbridge/little_blambethbridge_7715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/lambethbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.494540,-0.123040
6257 Albert Bridge This highly ornamented bridge is also noted for its unique and very early cable-stayed type bridge design. The technical description of the main or most noteworthy span of the bridge is a 384.75 ft (117.27 m) metal plate girder stiffening eyebar chain cable-stayed, fixed. The bridge was primarily built by Britannia Ironworks of Derby, England. The bridge was primarily designed by Rowland Mason Ordish. 51.482180 -0.166700 A3031 River Thames London Greater London, England England United Kingdom Metal Plate Girder Stiffening Eyebar Chain Cable-Stayed Fixed 0 3 0 0 1873 0 Britannia Ironworks of Derby, England Rowland Mason Ordish 10 10 384.75 117.27 710 216.41 27 8.23 https://historicbridges.org/unitedkingdom/albertbridge/little_albertbridge_1292_small.jpg https://historicbridges.org/unitedkingdom/albertbridge/little_albertbridge_1292.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/albertbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.482180,-0.166700
6258 Blackfriars Bridge Blackfriars Road Bridge This bridge features a combination of cast iron and wrought iron design, and is extensively decorated. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal (cast iron) hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by P. A. Thom and Company. The bridge was primarily designed by Joseph Cubitt. 51.509770 -0.104350 A201 River Thames London Greater London, England England United Kingdom Metal (Cast Iron) Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 0 5 0 0 1869 0 P. A. Thom and Company Joseph Cubitt 9 9 190 57.91 923 281.33 0 0 https://historicbridges.org/unitedkingdom/blackfriarsroadbridge/little_blackfriarsroadbridge_0419_small.jpg https://historicbridges.org/unitedkingdom/blackfriarsroadbridge/little_blackfriarsroadbridge_0419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/blackfriarsroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.509770,-0.104350
6259 Thornton Bridge This cast iron arch bridge is noted for its unique arch rib design and decorative shields. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. 54.136745 -1.338799 Cundall Road River Swale York Yorkshire and the Humber, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1888 1994 Unknown 8 9 103 31.39 103 31.39 0 0 https://historicbridges.org/unitedkingdom/thorntonbridge/little_thorntonbridge_0435_small.jpg https://historicbridges.org/unitedkingdom/thorntonbridge/little_thorntonbridge_0435.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/thorntonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.136745,-1.338799
6260 Stourport Bridge This bridge consists of a beautiful cast iron arch bridge with unique and detailed railing, plus a long brick arch approach viaduct. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Vale and Company of Stourport, England and Henry Hilton of Birmingham, England. The bridge was primarily designed by Edward Wilson. 52.337030 -2.283290 Stourport Road River Severn Stourport-on-Severn West Midlands, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Brick Segmental Deck Arch 0 31 1870 2007 Thomas Vale and Company of Stourport, England and Henry Hilton of Birmingham, England Edward Wilson 8 8 160 48.77 780 237.74 21 6.4 https://historicbridges.org/unitedkingdom/stourportbridge/little_stourportbridge_1227_small.jpg https://historicbridges.org/unitedkingdom/stourportbridge/little_stourportbridge_1227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/stourportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.337030,-2.283290
6261 Iron Bridge The first notable cast iron bridge built in the entire world, this bridge is where the history of metal bridge construction begins. The technical description of the main or most noteworthy span of the bridge is a 100.5 ft (30.63 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Abraham Darby and Coalbrookdale Company of Coalbrookdale, Shropshire, England. The bridge was primarily designed by Thomas Farnolls Pritchard. 52.627325 -2.485443 Pedestrian Walkway River Severn Coalbrookdale West Midlands, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Metal Hingeless Deck Arch 0 3 1779 2018 Abraham Darby and Coalbrookdale Company of Coalbrookdale, Shropshire, England Thomas Farnolls Pritchard 10 10 100.5 30.63 0 0 0 0 https://historicbridges.org/unitedkingdom/ironbridge/little_ironbridge_december32014_dover_dscn3735_small.jpg https://historicbridges.org/unitedkingdom/ironbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ironbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.627325,-2.485443
6262 Coalport Bridge Preen's Eddy Bridge This bridge was built in 1818 using three iron ribs from the previous 1799 bridge, and therefore retains the essential design of the 1799 bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England and John Onions. 52.615683 -2.441865 Coalport Road River Severn Coalport West Midlands, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1818 0 Coalbrookdale Company of Coalbrookdale, Shropshire, England and John Onions 10 10 110 33.53 160 48.77 0 0 https://historicbridges.org/unitedkingdom/coalportbridge/little_coalportbridge_1620_1_2v_small.jpg https://historicbridges.org/unitedkingdom/coalportbridge/little_coalportbridge_1620_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/coalportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.615683,-2.441865
6263 Spey Viaduct Speymouth Railway Viaduct This long bridge is noted for its graceful, yet massive bowstring truss span of notable length. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Blaikie Brothers of Aberdeen, Scotland. The bridge was primarily designed by Blyth and Cunningham and Patrick Barnett. 57.662760 -3.097760 Railroad (Speyside Way Rail-Trail, Former Great North of Scotland Railway) River Spey Garmouth Moray, Scotland Scotland United Kingdom Metal Bowstring Rivet-Connected Through Truss Fixed 0 1 Metal Howe Rivet-Connected Pony Truss 0 6 1885 0 Blaikie Brothers of Aberdeen, Scotland Blyth and Cunningham and Patrick Barnett 9 10 350 106.68 950 289.56 0 0 https://historicbridges.org/unitedkingdom/speyviaduct/little_speyviaduct_4825_small.jpg https://historicbridges.org/unitedkingdom/speyviaduct/little_speyviaduct_4675_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/speyviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.662760,-3.097760
6264 Craigellachie Bridge This beautiful bridge, bypassed and preserved for pedestrian use, is one of the most famous historic cast iron bridges in Scotland. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford. 57.491300 -3.193850 Pedestrian Walkway (Old A941) River Spey Craigellachie Moray, Scotland Scotland United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1814 1964 Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England Thomas Telford 10 10 150 45.72 150 45.72 0 0 https://historicbridges.org/unitedkingdom/craigellachiebridge/little_craigellachiebridge_3406_7_8v_small.jpg https://historicbridges.org/unitedkingdom/craigellachiebridge/little_craigellachiebridge_3406_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/craigellachiebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.491300,-3.193850
6265 Blackfriars Railway Bridge This wrought iron arch bridge, sitting next to the piers of another former railway bridge, has in recent years been turned into a part of Blackfriars Station. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal hingeless deck arch, fixed. The bridge was primarily built by Lucas and Aird. The bridge was primarily designed by John Wolfe-Barry and Henry Marc Brunel. 51.509730 -0.103230 Railroad (Thameslink, Blackfriars Station) River Thames London Greater London, England England United Kingdom Metal Hingeless Deck Arch Fixed 0 5 0 0 1886 0 Lucas and Aird John Wolfe-Barry and Henry Marc Brunel 7 7 190 57.91 0 0 0 0 https://historicbridges.org/unitedkingdom/blackfriarsrailbridge/little_blackfriarsrailbridge_0332_small.jpg https://historicbridges.org/unitedkingdom/blackfriarsrailbridge/little_blackfriarsrailbridge_0332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/blackfriarsrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.509730,-0.103230
6266 Chelsea Bridge This bridge is a very rare example of a self-anchored suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 352 ft (107.29 m) metal plate girder stiffening wire cable suspension, fixed. The bridge was primarily built by Holloway Brothers of London, England. The bridge was primarily designed by London County Council Engineers and Thomas Peirson Frank. 51.484420 -0.149770 A3216 (Queenstown Road, Chelsea Bridge Road) River Thames London Greater London, England England United Kingdom Metal Plate Girder Stiffening Wire Cable Suspension Fixed 0 3 0 0 1937 0 Holloway Brothers of London, England London County Council Engineers and Thomas Peirson Frank 7 7 352 107.29 698 212.75 45 13.72 https://historicbridges.org/unitedkingdom/chelseabridge/little_chelseabridge_1010_small.jpg https://historicbridges.org/unitedkingdom/chelseabridge/little_chelseabridge_1010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/chelseabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.484420,-0.149770
6267 Wandsworth Bridge This is a riveted deck plate girder bridge noted for its graceful curves and unusual cantilever design. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Holloway Brothers of London, England. The bridge was primarily designed by Thomas Peirson Frank. 51.464980 -0.187840 A217 (Wandsworth Bridge Road) River Thames London Greater London, England England United Kingdom Metal Variable Depth Deck Girder Fixed 0 Cantilever 3 0 0 1940 0 Holloway Brothers of London, England Thomas Peirson Frank 6 3 300 91.44 650 198.12 48 14.63 https://historicbridges.org/unitedkingdom/wandsworthbridge/little_wandsworthbridge_1784_small.jpg https://historicbridges.org/unitedkingdom/wandsworthbridge/little_wandsworthbridge_1784.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/wandsworthbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.464980,-0.187840
6268 Westminster Bridge Featuring decorative cast iron fascia arches, this iconic arch bridge is famous as the bridge that sits in the shadow of Parliament and Big Ben. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Page. The bridge was primarily designed by Thomas Page. 51.500860 -0.121790 A302 (Westminster Bridge Road) River Thames London Greater London, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 7 0 0 1862 2007 Thomas Page Thomas Page 9 9 130 39.62 820 249.94 48 14.63 https://historicbridges.org/unitedkingdom/westminsterbridge/little_westminsterbridge_7286_small.jpg https://historicbridges.org/unitedkingdom/westminsterbridge/little_westminsterbridge_7310.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/westminsterbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.500860,-0.121790
6269 Cannon Street Railway Bridge Although originally dating to 1866, this deck plate girder bridge has been extensively modified and altered over its history. The technical description of the main or most noteworthy span of the bridge is a 147.6 ft (44.99 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Hawkshaw. 51.508400 -0.091810 Railroad (Network Rail) River Thames London Greater London, England England United Kingdom Metal Deck Girder Fixed 0 5 0 0 1866 1983 Unknown John Hawkshaw 3 3 147.6 44.99 855 260.6 66 20.12 https://historicbridges.org/unitedkingdom/southwarkrailbridge/little_southwarkrailbridge_0074_small.jpg https://historicbridges.org/unitedkingdom/southwarkrailbridge/little_southwarkrailbridge_0074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/southwarkrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.508400,-0.091810
6270 Hungerford Bridge Charing Cross Bridge This bridge is unusual in the United Kingdom for its use of pins for connecting some of the truss members. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal multiple-type-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Hawkshaw. 51.506090 -0.120220 Railroad (Network Rail) River Thames London Greater London, England England United Kingdom Metal Double-Intersection Warren Multiple-Type-Connected Pony Truss Fixed 0 9 0 0 1864 0 Unknown John Hawkshaw 8 8 165 50.29 1300 396.24 0 0 https://historicbridges.org/unitedkingdom/hungerfordbridge/little_hungerfordbridge_7802_small.jpg https://historicbridges.org/unitedkingdom/hungerfordbridge/little_hungerfordbridge_7802.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hungerfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.506090,-0.120220
6271 Fulham Railway Bridge This is an attractive multi-span example of a heavy lattice girder bridge. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal Lattice through girder, fixed. The bridge was primarily built by Head Wrightson of Thornaby-on-Tees, England. The bridge was primarily designed by William Jacomb. 51.465930 -0.209640 Railroad (London Underground District Line) River Thames London Greater London, England England United Kingdom Metal Lattice Through Girder Fixed 0 5 0 0 1889 1997 Head Wrightson of Thornaby-on-Tees, England William Jacomb 7 7 152 46.33 1371 417.88 0 0 https://historicbridges.org/unitedkingdom/fulhamrailwaybridge/little_fulhamrailwaybridge_1813_small.jpg https://historicbridges.org/unitedkingdom/fulhamrailwaybridge/little_fulhamrailwaybridge_1813.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/fulhamrailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.465930,-0.209640
6272 Putney Bridge This bridge is a stone arch bridge that has an appearance similar to the old London Bridge. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) stone Segmental deck arch, fixed. The bridge was primarily built by John Waddell of Edinburgh, Scotland. The bridge was primarily designed by Joseph Bazalgette. 51.466900 -0.213030 A219 (Putney High Street) River Thames London Greater London, England England United Kingdom Stone Segmental Deck Arch Fixed 0 5 0 0 1884 2014 John Waddell of Edinburgh, Scotland Joseph Bazalgette 6 6 163 49.68 700 213.36 0 0 https://historicbridges.org/unitedkingdom/putneybridge/little_putneybridge_1967_8_9v_small.jpg https://historicbridges.org/unitedkingdom/putneybridge/little_putneybridge_2006_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/putneybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.466900,-0.213030
6274 Richardson Bridge This regionally rare double-intersection Warren through truss bridge was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Northwest Steel Company of Portland, Oregon. The bridge was primarily designed by Coast Bridge Company of Portland, Oregon. 44.046560 -123.142910 Fern Ridge Trail Amazon Creek Eugene Lane County, Oregon Oregon United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 7 1 0 0 1912 1986 Northwest Steel Company of Portland, Oregon Coast Bridge Company of Portland, Oregon 7 8 124 37.8 124 37.8 18 5.49 https://historicbridges.org/oregon/richardson/little_richardson_8972_small.jpg https://historicbridges.org/oregon/richardson/little_richardson_8972.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/richardson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.046560,-123.142910
6275 Neawanna Creek Bridge This concrete t-beam bridge is noted for its use of a then-new engineering theory in its design. The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by F. L. Odom. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 46.010740 -123.911400 Oregon Coast Highway (US-101) Neawanna Creek Seaside Clatsop County, Oregon Oregon United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1930 0 F. L. Odom Conde Balcom McCullough (Oregon State Highway Commission) 6 6 52.5 16 210 64.01 27 8.23 https://historicbridges.org/oregon/neawannacreek/little_neawannacreek_6855_6_7v_small.jpg https://historicbridges.org/oregon/neawannacreek/little_neawannacreek_6855_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/neawannacreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.010740,-123.911400
6276 ! Necanicum River Bridge This bridge is an attractive curved t-beam that offers the same details and aesthetics that make larger bridges on this highway eye-catching as well. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete curved t-beam, fixed. The bridge was primarily built by F. L. Odom. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.952880 -123.926490 Oregon Coast Highway (US-101) Necanicum River Rural Clatsop County, Oregon Oregon United States Concrete Curved T-Beam Fixed 0 3 0 0 1930 0 F. L. Odom Conde Balcom McCullough (Oregon State Highway Commission) 5 5 68 20.73 172 52.43 27 8.23 https://historicbridges.org/oregon/necanicumriver/little_necanicumriver_7035_6_7v_small.jpg https://historicbridges.org/oregon/necanicumriver/little_necanicumriver_7035_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/necanicumriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.952880,-123.926490
6277 Reedsport Railroad Bridge Umpqua River Railroad Bridge This impressive swing bridge is complimented by a long series of fixed through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 348 ft (106.07 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 43.706920 -124.096440 Railroad (Coos Bay Rail Link) Umpqua River Reedsport Douglas County, Oregon Oregon United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 5 11 1914 0 American Bridge Company of New York, New York 8 8 348 106.07 1600 487.68 12 3.66 https://historicbridges.org/oregon/reedsportrailroad/little_reedsportrailroad_2998_small.jpg https://historicbridges.org/oregon/reedsportrailroad/little_reedsportrailroad_2998.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/reedsportrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.706920,-124.096440
6278 Coos Bay Railroad Bridge This bridge features a long series of truss spans that lead to an impressive swing truss span. The technical description of the main or most noteworthy span of the bridge is a 458 ft (139.6 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 43.426850 -124.235890 Railroad (Coos Bay Rail Link) Coos Bay North Bend Coos County, Oregon Oregon United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Warren Rivet-Connected Through Truss Fixed 7 0 1914 0 American Bridge Company of New York, New York 8 8 458 139.6 3055 931.16 0 0 https://historicbridges.org/oregon/coosbayrailroad/little_coosbaymccullough_4048_49_50v_small.jpg https://historicbridges.org/oregon/coosbayrailroad/little_coosbaymccullough_4036_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/coosbayrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.426850,-124.235890
6279 Cushman Railroad Bridge This riveted swing span is flanked by uncommon pin-connected Camelback truss spans. The technical description of the main or most noteworthy span of the bridge is a 286 ft (87.17 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 43.983680 -124.045250 Railroad (Coos Bay Rail Link) Siuslaw River Cushman Lane County, Oregon Oregon United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Camelback Pin-Connected Through Truss 7 0 1914 0 American Bridge Company of New York, New York 8 8 286 87.17 3450 1051.56 0 0 https://historicbridges.org/oregon/cushmanrailroad/little_cushmanrailroad_1453_4_5v_small.jpg https://historicbridges.org/oregon/cushmanrailroad/little_cushmanrailroad_1453_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cushmanrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.983680,-124.045250
6280 Winston Bridge This is an attractive multi-span through arch bridge with ornamental railing. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Joplin and Eldon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.133710 -123.398960 OR-42 Eastbound South Umpqua River Winston Douglas County, Oregon Oregon United States Metal Solid Ribbed Tied Through Arch Fixed 0 3 Concrete T-Beam Fixed 0 4 1934 1976 Joplin and Eldon Conde Balcom McCullough (Oregon State Highway Commission) 7 7 182 55.47 555 169.16 24 7.32 https://historicbridges.org/oregon/winstonbridge/little_winstonbridge_6187_8_9v_small.jpg https://historicbridges.org/oregon/winstonbridge/little_winstonbridge_6187_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/winstonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.133710,-123.398960
6281 Cummins Creek Bridge This graceful concrete arch bridge offers views out toward the Pacific Ocean. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Tom Lillebo. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.265370 -124.106800 Oregon Coast Highway (US-101) Cummins Creek Rural Lane County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 2 1931 2001 Tom Lillebo Conde Balcom McCullough (Oregon State Highway Commission) 7 6 115 35.05 185 56.39 27 8.23 https://historicbridges.org/oregon/cumminscreek/little_cumminscreek_0532_small.jpg https://historicbridges.org/oregon/cumminscreek/little_cumminscreek_0532.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cumminscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.265370,-124.106800
6282 Ben Jones Bridge On an old alignment of the Oregon Coast Highway, visitors enjoy quiet while viewing this spectacular bridge and its views. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by H.E. Doering. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.778400 -124.071280 Otter Crest Loop, Old Oregon Coast Highway (Old US-101) Rocky Creek Rural Lincoln County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Stringer (Multi-Beam) Fixed 0 10 1927 2001 H.E. Doering Conde Balcom McCullough (Oregon State Highway Commission) 7 7 160 48.77 360 109.73 20 6.1 https://historicbridges.org/oregon/benjonesbridge/little_benjonesbridge_8811_2_3v_small.jpg https://historicbridges.org/oregon/benjonesbridge/little_benjonesbridge_8811_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/benjonesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.778400,-124.071280
6283 Depoe Bay Bridge This 1927 arch bridge was carefully widened in 1940 while maintaining its original aesthetically pleasing design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Kuckenberg and Wittman of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 44.809710 -124.061800 Oregon Coast Highway (US-101) Depoe Bay Depoe Bay Lincoln County, Oregon Oregon United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 Continuous 6 1927 1940 Kuckenberg and Wittman of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 7 7 150 45.72 333 101.5 50 15.24 https://historicbridges.org/oregon/depoebay/little_depoebay_8331_2_3v_small.jpg https://historicbridges.org/oregon/depoebay/little_depoebay_8331_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/depoebay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.809710,-124.061800
6284 Blind Slough Railroad Bridge This is one of a couple noteworthy hand-turned 19th century swing truss bridges in this part of Oregon. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal multiple-type-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 46.202580 -123.561840 Railroad (Portland and Western Railroad) Blind Slough Rural Clatsop County, Oregon Oregon United States Metal Pratt Multiple-Type-Connected Through Truss Movable: Swing Center Pier 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 1895 0 Unknown 8 8 180 54.86 700 213.36 12.3 3.75 https://historicbridges.org/oregon/blindslough/little_blindslough_5291_2_3v_small.jpg https://historicbridges.org/oregon/blindslough/little_blindslough_5291_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/blindslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.202580,-123.561840
6285 Clatskanie River Railroad Bridge Clatskanie Railroad Bridge This is one of a couple noteworthy hand-turned 19th century swing truss bridges in this part of Oregon. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal multiple-type-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 46.112790 -123.211870 Railroad (Portland and Western Railroad) Clatskanie River Clatskanie Clatsop County, Oregon Oregon United States Metal Pratt Multiple-Type-Connected Through Truss Movable: Swing Center Pier 0 1 Wood Stringer (Multi-Beam) Fixed 0 2 1897 0 Unknown 8 8 182 55.47 223 67.97 12.3 3.75 https://historicbridges.org/oregon/clatskanieriver/little_clatskanieriver_5099_100_101v_small.jpg https://historicbridges.org/oregon/clatskanieriver/little_clatskanieriver_5099_100_101v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/clatskanieriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.112790,-123.211870
6286 Kilchis River Railroad Bridge This is a traditionally composed example of a pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.495610 -123.850720 Railroad (Port of Tillamook Bay Railroad) Kilchis River and Possetti Road Rural Tillamook County, Oregon Oregon United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 1898 0 Unknown 7 7 140 42.67 280 85.34 7 2.13 https://historicbridges.org/oregon/kilchisriver/little_kilchisriver_7818_small.jpg https://historicbridges.org/oregon/kilchisriver/little_kilchisriver_7818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/kilchisriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.495610,-123.850720
6287 Mohler Bridge This bridge is a good representative example of a standard riveted pony truss in Oregon. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Portland Bridge Company of Portland, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 45.709060 -123.858690 OR-53 (Necanicum Highway) South Fork Nehalem River Mohler Tillamook County, Oregon Oregon United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 12 2 Concrete Stringer (Multi-Beam) Fixed 0 2 1926 2009 Portland Bridge Company of Portland, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 5 6 100 30.48 313.7 95.62 20 6.1 https://historicbridges.org/oregon/mohlerbridge/little_mohlerbridge_7647_small.jpg https://historicbridges.org/oregon/mohlerbridge/little_mohlerbridge_7647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/mohlerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.709060,-123.858690
6288 Stillwell Bridge This late example of a riveted pony truss also includes concrete sidewalks. The technical description of the main or most noteworthy span of the bridge is a 100.4 ft (30.6 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Glenn S. Paxson (Oregon State Highway Commission). 45.456190 -123.859720 OR-131 (3rd Street, Netarts Highway) Trask River Tillamook Tillamook County, Oregon Oregon United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 12 1 Concrete Slab Fixed 0 12 1948 0 Glenn S. Paxson (Oregon State Highway Commission) 5 6 100.4 30.6 333.3 101.59 26 7.92 https://historicbridges.org/oregon/or131traskriver/little_or131traskriver_8211_2_3v_small.jpg https://historicbridges.org/oregon/or131traskriver/little_or131traskriver_8211_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/or131traskriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.456190,-123.859720
6289 Chandler Bridge This is an unusual small-scale vertical lift bridge, and the lift span is visually overpowered by the larger through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 43.366190 -124.153080 Coos River Highway Coos River Rural Coos County, Oregon Oregon United States Metal Through Girder Movable: Vertical Lift Tower Drive 0 1 Metal Parker Rivet-Connected Through Truss Fixed 8 14 1952 0 Unknown Glenn S. Paxson (Oregon State Highway Commission) 6 6 70 21.34 965.6 294.31 26 7.92 https://historicbridges.org/oregon/chandlerbridge/little_chandlerbridge_5413_small.jpg https://historicbridges.org/oregon/chandlerbridge/little_chandlerbridge_5383.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/chandlerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.366190,-124.153080
6290 Jasper Bridge This is a late example of a rivet-connected Parker through truss bridge, but still retains some of the traditional appearance of bridges from earlier decades. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 43.998230 -122.905960 OR-222 Willamette River Jasper Lane County, Oregon Oregon United States Metal Parker Rivet-Connected Through Truss Fixed 8 2 Concrete T-Beam Fixed 0 7 1952 0 Unknown Glenn S. Paxson (Oregon State Highway Commission) 5 6 200 60.96 747 227.69 26 7.92 https://historicbridges.org/oregon/jasperbridge/little_jasperbridge_7445_small.jpg https://historicbridges.org/oregon/jasperbridge/little_jasperbridge_7445.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/jasperbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.998230,-122.905960
6291 OR-58 Coast Fork Bridge Although a later example of a riveted truss bridge, this bridge still has an attractive appearance including arched overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 43.980720 -122.966430 OR-58 Coast Fork Willamette River Rural Lane County, Oregon Oregon United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Concrete T-Beam Fixed 0 6 1950 0 Virginia Bridge Company of Roanoke, Virginia Glenn S. Paxson (Oregon State Highway Commission) 5 6 180 54.86 438 133.5 30 9.14 https://historicbridges.org/oregon/or58coastfork/little_or58coastfork_7412_small.jpg https://historicbridges.org/oregon/or58coastfork/little_or58coastfork_7412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/or58coastfork/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.980720,-122.966430
6292 ! Oakland Bridge This is an unusual curved bridge that includes a variety of span lengths and types. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Lewis W. Metzger. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.425440 -123.303110 Shady Highway Calapooya Creek and Railroad (Union Pacific) Oakland Douglas County, Oregon Oregon United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Concrete Stringer (Multi-Beam) Fixed 0 9 1925 0 Lewis W. Metzger Conde Balcom McCullough (Oregon State Highway Commission) 6 6 100 30.48 475 144.78 19.4 5.91 https://historicbridges.org/oregon/oaklandbridge/little_oaklandbridge_6992_3_4v_small.jpg https://historicbridges.org/oregon/oaklandbridge/little_oaklandbridge_6992_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oaklandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.425440,-123.303110
6293 Oregon City Half-Viaduct This is a half-viaduct that carries the roadway out over the edge of a cliff along the river. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. 45.359220 -122.607560 OR-99 Cliff along Willamette River Oregon City Clackamas County, Oregon Oregon United States Concrete Curved T-Beam Fixed 0 Continuous 11 0 0 1940 0 Unknown Oregon State Highway Commission 3 3 33 10.06 336 102.41 50 15.24 https://historicbridges.org/oregon/oregoncityviaduct/little_oregoncityviaduct_4192_3_4v_small.jpg https://historicbridges.org/oregon/oregoncityviaduct/little_oregoncityviaduct_4192_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/oregoncityviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.359220,-122.607560
6294 Cottage Grove Railroad Bridge This is a traditional example of an early 20th century pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.784300 -123.068210 Railroad (Central Oregon and Pacific) Coast Fork Willamette River Cottage Grove Lane County, Oregon Oregon United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 1908 0 American Bridge Company of New York, New York 7 7 160 48.77 540 164.59 0 0 https://historicbridges.org/oregon/cottagegroverailroad/little_cottagegroverailroad_7118_19_20v_small.jpg https://historicbridges.org/oregon/cottagegroverailroad/little_cottagegroverailroad_7118_19_20v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cottagegroverailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.784300,-123.068210
6295 Cottage Grove Bridge This bridge is a good, unaltered representative example of a concrete t-beam bridge in Oregon. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. 43.784620 -123.068300 OR-99 Goshen-Divide Highway Coast Fork Willamette River Cottage Grove Lane County, Oregon Oregon United States Concrete T-Beam Fixed 0 Continuous 7 0 0 1949 0 Unknown Oregon State Highway Commission 3 3 70 21.34 342 104.24 30 9.14 https://historicbridges.org/oregon/cottagegrove/little_cottagegrove_7277_8_9v_small.jpg https://historicbridges.org/oregon/cottagegrove/little_cottagegrove_7277_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/cottagegrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.784620,-123.068300
6296 Tyne Bridge This iconic bridge is an extremely rare example of a crescent arch bridge. The technical description of the main or most noteworthy span of the bridge is a 531 ft (161.85 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Dorman Long of Middlesbrough, England. The bridge was primarily designed by Mott, Hay and Anderson of London, England and Ralph Freeman. 54.968020 -1.606140 A167 (High Street) River Tyne Newcastle upon Tyne and Gateshead North East, England England United Kingdom Metal Braced Ribbed Two-Hinged Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 0 1928 0 Dorman Long of Middlesbrough, England Mott, Hay and Anderson of London, England and Ralph Freeman 8 8 531 161.85 1276 388.92 37 11.28 https://historicbridges.org/unitedkingdom/tynebridge/little_tynebridge_2927_8_9v_small.jpg https://historicbridges.org/unitedkingdom/tynebridge/little_tynebridge_2927_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tynebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.968020,-1.606140
6297 Conwy Suspension Bridge (Pont Grog Conwy) Not only is this suspension bridge noted for retaining its original eyebar chains, its setting is unique next to a castle and two other historic bridges. The technical description of the main or most noteworthy span of the bridge is a 326 ft (99.36 m) metal eyebar chain suspension, fixed. The bridge was primarily built by William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford. 53.280490 -3.823730 Pedestrian Walkway (Former Bangor to Chester Road) River Conwy (Afon Conwy) Conwy Conwy, Wales (Cymru) Wales (Cymru) United Kingdom Metal Eyebar Chain Suspension Fixed 0 1 0 0 1826 1904 William Hazledine of Shrewsbury, England Thomas Telford 10 10 326 99.36 326 99.36 0 0 https://historicbridges.org/unitedkingdom/conwyfoot/little_conwyfoot_5173_small.jpg https://historicbridges.org/unitedkingdom/conwyfoot/little_conwyfoot_5173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/conwyfoot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.280490,-3.823730
6298 Swing Bridge This is a large, very old, and intact example of a swing bridge, located in a unique setting between two high level bridges which are also historic. The technical description of the main or most noteworthy span of the bridge is a 281 ft (85.65 m) metal rivet-connected Bowstring through truss, movable: swing, Center Pier. The bridge was primarily built by W. G. Armstrong and Company of Newcastle upon Tyne, England. The bridge was primarily designed by John F. Ure and Philip J. Messent. 54.967440 -1.607600 Bridge Street River Tyne Newcastle upon Tyne and Gateshead North East, England England United Kingdom Metal Bowstring Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Through Girder Fixed 0 4 1876 0 W. G. Armstrong and Company of Newcastle upon Tyne, England John F. Ure and Philip J. Messent 8 8 281 85.65 561 170.99 24 7.32 https://historicbridges.org/unitedkingdom/swingbridgetyne/little_swingbridgetyne_5381_small.jpg https://historicbridges.org/unitedkingdom/swingbridgetyne/little_swingbridgetyne_5381.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/swingbridgetyne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.967440,-1.607600
6299 Conwy Road Bridge This riveted steel deck arch bridge is the youngest of three bridges at this location next to Castle Conwy. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by Herbert Walter Fitzsimons. 53.280735 -3.823902 A547 (Conway Road, Former A55) River Conwy (Afon Conwy) Conwy Conwy, Wales (Cymru) Wales (Cymru) United Kingdom Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 1 0 0 1958 0 Sir William Arrol and Company of Glasgow, Scotland Herbert Walter Fitzsimons 5 3 325 99.06 0 0 23 7.01 https://historicbridges.org/unitedkingdom/conwyroad/little_conwyroad_6313_4_5v_small.jpg https://historicbridges.org/unitedkingdom/conwyroad/little_conwyroad_6313_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/conwyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.280735,-3.823902
6300 Conwy Railway Bridge (Pont Rheilffordd Conwy) Conwy Tubular Bridge The last of its kind surviving today, this tubular wrought iron girder bridge was also a pioneer in wrought iron bridge construction when completed. The technical description of the main or most noteworthy span of the bridge is a 312 ft (95.1 m) metal through girder, fixed. The bridge was primarily built by William Evans. The bridge was primarily designed by William Fairbairn, E. Hodgkinson, and Robert Stephenson. 53.280221 -3.823700 Railroad (Network Rail, North Wales Main Line) River Conwy (Afon Conwy) Wales (Cymru) Conwy, Wales (Cymru) Wales (Cymru) United Kingdom Metal Through Girder Fixed 0 3 0 0 1849 1899 William Evans William Fairbairn, E. Hodgkinson, and Robert Stephenson 10 10 312 95.1 463 141.12 0 0 https://historicbridges.org/unitedkingdom/conwyrail/little_conwyrail_4477_8_9v_small.jpg https://historicbridges.org/unitedkingdom/conwyrail/little_conwyrail_4477_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/conwyrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.280221,-3.823700
6301 Britannia Bridge This bridge was built on the substructure of a famous tubular girder bridge designed by Robert Stephenson and William Fairbairn. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. 53.215968 -4.185866 A55 (North Wales Expressway) and Railroad (Network Rail, North Wales Main Line) Menai Strait (Afon Menai) Llanfairpwllgwyngyll (Llanfair­pwllgwyngyll­gogery­chwyrn­drobwll­llan­tysilio­gogo­goch) and Bangor Isle of Anglesey (Ynys Môn), Wales (Cymru) and Gwynedd, Wales (Cymru) Wales (Cymru) United Kingdom Metal Solid Ribbed Spandrel Braced Deck Arch Fixed 0 2 0 6 1972 2011 Cleveland Bridge and Engineering Company of Darlington, England 2 2 460 140.21 1512 460.86 0 0 https://historicbridges.org/unitedkingdom/brittaniabridge/little_brittaniabridge_2635_6_7v_small.jpg https://historicbridges.org/unitedkingdom/brittaniabridge/little_brittaniabridge_2635_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/brittaniabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.215968,-4.185866
6302 Menai Bridge Menai Suspension Bridge (Pont Grog y Borth) The Menai Bridge is one of the most famous eyebar chain suspension bridges in the UK, and it has a combination of 1826 and and 1940 materials. The technical description of the main or most noteworthy span of the bridge is a 577 ft (175.87 m) metal pony truss stiffening eyebar chain suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Thomas Telford. 53.220048 -4.163099 A5 (London to Holyhead Road) Menai Strait (Afon Menai) Menai Bridge (Porthaethwy) (Y Borth) and Bangor Isle of Anglesey (Ynys Môn), Wales (Cymru) and Gwynedd, Wales (Cymru) Wales (Cymru) United Kingdom Metal Pony Truss Stiffening Eyebar Chain Suspension Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 7 1862 1940 Unknown Thomas Telford 10 10 577 175.87 1368 416.97 24 7.32 https://historicbridges.org/unitedkingdom/menaibridge/little_menaibridge_3019_20_21v_small.jpg https://historicbridges.org/unitedkingdom/menaibridge/little_menaibridge_3019_20_21v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/menaibridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.220048,-4.163099
6303 Clifton Suspension Bridge Crossing the River Avon at a high level over a spectacular rocky gorge, this amazing suspension bridge was designed by Brunel but not completed until after his death. The technical description of the main or most noteworthy span of the bridge is a 702.1 ft (214 m) metal plate girder stiffening eyebar chain suspension, fixed. The bridge was primarily built by Cochrane, Grove, and Company. The bridge was primarily designed by Isambard Kingdom Brunel, William Henry Barlow, and John Hawkshaw. 51.454889 -2.627914 B3129 River Avon Bristol South West, England England United Kingdom Metal Plate Girder Stiffening Eyebar Chain Suspension Fixed 0 1 0 0 1864 0 Cochrane, Grove, and Company Isambard Kingdom Brunel, William Henry Barlow, and John Hawkshaw 10 10 702.1 214 1351.7 412 0 0 https://historicbridges.org/unitedkingdom/cliftonsuspensionbridge/little_cliftonsuspensionbridge_7371_2_3v_small.jpg https://historicbridges.org/unitedkingdom/cliftonsuspensionbridge/little_cliftonsuspensionbridge_7371_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/cliftonsuspensionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.454889,-2.627914
6304 Tees Transporter Bridge Middlesbrough Transporter Bridge Featuring a unique cantilever design, this iconic bridge is one of only two operable transporter bridges in the United Kingdom. The technical description of the main or most noteworthy span of the bridge is a 570 ft (173.74 m) metal rivet-connected Modified Warren (Subdivided) through truss, movable: transporter. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. 54.584494 -1.227909 A178 River Tees Middlesbrough and Port Clarence North East, England England United Kingdom Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Movable: Transporter 32 3 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 10 1 1911 2015 Sir William Arrol and Company of Glasgow, Scotland 9 10 570 173.74 850 259.08 0 0 https://historicbridges.org/unitedkingdom/middlesbroughtransporter/little_middlesbroughtransporter_1547_8_9v_small.jpg https://historicbridges.org/unitedkingdom/middlesbroughtransporter/little_middlesbroughtransporter_1547_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/middlesbroughtransporter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.584494,-1.227909
6305 Newport Transporter Bridge (Pont Gludo Casnewydd) One of only two operable transporter bridges in the United Kingdom, this bridge is a combination of suspended and cable-stayed designs. The technical description of the main or most noteworthy span of the bridge is a 645 ft (196.6 m) metal through truss stiffening wire cable suspension, movable: transporter. The bridge was primarily built by Alfred Thorne of London, England. The bridge was primarily designed by Ferdinand Arnodin and Robert H. Haynes. 51.570648 -2.985761 Stephenson Street River Usk (Afon Wysg) Newport (Casnewydd) Newport (Casnewydd), Wales (Cymru) Wales (Cymru) United Kingdom Metal Through Truss Stiffening Wire Cable Suspension Movable: Transporter 0 3 0 0 1906 1995 Alfred Thorne of London, England Ferdinand Arnodin and Robert H. Haynes 9 10 645 196.6 774 235.92 0 0 https://historicbridges.org/unitedkingdom/newporttransporter/little_newporttransporterbridge_6306_7_8v_small.jpg https://historicbridges.org/unitedkingdom/newporttransporter/little_newporttransporterbridge_6306_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/newporttransporter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.570648,-2.985761
6306 Moy Bridge This is the only known cast iron swing bridge in existence in the United Kingdom, and is also a very unusual double-leaf design swing bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal (cast iron) deck arch, movable: swing. The bridge was primarily built by Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England. The bridge was primarily designed by Thomas Telford and William Jessop. 56.898515 -5.018938 Farm Access Road Caledonian Canal Moy Highland, Scotland Scotland United Kingdom Metal (Cast Iron) Deck Arch Movable: Swing 0 1 0 0 1820 1995 Plas Kynaston Iron Foundry, of Cefn Mawr, Wales and William Hazledine of Shrewsbury, England Thomas Telford and William Jessop 10 10 40 12.19 65 19.81 10 3.05 https://historicbridges.org/unitedkingdom/moybridge/little_moybridge_2206_7_8v_small.jpg https://historicbridges.org/unitedkingdom/moybridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/moybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.898515,-5.018938
6307 Auchindrean Bridge This driveway has a ridiculously complex and beautiful bridge for such a small crossing because a famous bridge engineer used to live here! The technical description of the main or most noteworthy span of the bridge is a 102.5 ft (31.24 m) metal rivet-connected Lenticular pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by John Fowler. 57.778509 -5.036510 Private Driveway River Broom Garve Highland, Scotland Scotland United Kingdom Metal Lenticular Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown John Fowler 9 10 102.5 31.24 102.5 31.24 9 2.74 https://historicbridges.org/unitedkingdom/auchindreanbridge/little_geograph_3466077_by_m_j_richardson_small.jpg https://historicbridges.org/unitedkingdom/auchindreanbridge/little_geograph_3466077_by_m_j_richardson.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/auchindreanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.778509,-5.036510
6308 Victoria Bridge Aberlour Suspension Bridge This bridge is noted for its lack of alteration, its span length, and impressive towers. The technical description of the main or most noteworthy span of the bridge is a 287 ft (87.48 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by James Abernethy and Company of Aberdeen, Scotland. 57.470448 -3.231736 Pedestrian Walkway River Spey Aberlour Moray, Scotland Scotland United Kingdom Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1900 0 James Abernethy and Company of Aberdeen, Scotland 8 8 287 87.48 287 87.48 0 0 https://historicbridges.org/unitedkingdom/aberlourbridge/little_aberlourbridge_3166_7_8v_small.jpg https://historicbridges.org/unitedkingdom/aberlourbridge/little_aberlourbridge_3166_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/aberlourbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.470448,-3.231736
6309 Tay Railway Bridge Dundee Railway Bridge Located at the site of the tragic collapse of the previous bridge, this extremely long wrought iron bridge offers a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by WH Barlow and Son of London, England (William Henry Barlow). 56.437369 -2.987974 Railroad (Network Rail) River Tay Dundee and Wormit Dundee, Scotland Scotland United Kingdom Metal Bowstring Rivet-Connected Through Truss Fixed 19 13 Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 76 1887 2003 Sir William Arrol and Company of Glasgow, Scotland WH Barlow and Son of London, England (William Henry Barlow) 9 9 245 74.68 10711 3264.71 0 0 https://historicbridges.org/unitedkingdom/tayrailbridge/little_tayrailbridge_5889_90_91v_small.jpg https://historicbridges.org/unitedkingdom/tayrailbridge/little_tayrailbridge_6039_40_41v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tayrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.437369,-2.987974
6310 Union Chain Bridge Union Suspension Bridge This bridge was the first vehicular suspension bridge in Europe, had a record-breaking span when built, has a unique layout, and today retains good integrity of materials. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Samuel Brown. 55.752603 -2.106709 Road 68 River Tweed Berwick-upon-Tweed and Fishwick North East, England and Scottish Borders, Scotland England and Scotland United Kingdom Metal Eyebar Chain Suspension Fixed 0 1 0 0 1820 0 Samuel Brown 10 10 360 109.73 449 136.86 0 0 https://historicbridges.org/unitedkingdom/unionbridge/little_unionbridge_7934_5_6v_small.jpg https://historicbridges.org/unitedkingdom/unionbridge/little_unionbridge_7934_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/unionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.752603,-2.106709
6311 Chepstow Bridge (Pont Cas-gwent) Old Wye Bridge This beautiful bridge is one of the oldest multi-span cast iron arch bridges surviving today. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by John Urpeth Raistrick. 51.646339 -2.671975 Bridge Street (Castleford Hill) River Wye (Afon Gwy) Chepstow (Cas-gwent) and Sedbury Monmouthshire, Wales and South West, England Wales (Cymru) and England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 5 0 0 1816 0 John Urpeth Raistrick 9 10 111 33.83 373 113.69 9.8 2.99 https://historicbridges.org/unitedkingdom/chepstow/little_chepstow_8460_1_2v_small.jpg https://historicbridges.org/unitedkingdom/chepstow/little_chepstow_8460_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/chepstow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.646339,-2.671975
6312 Brunel Swivel Bridge Brunel Swing Bridge This bridge is noted as an extremely old surviving metal swing bridge, and also noted for its association with Brunel. The technical description of the main or most noteworthy span of the bridge is a 110.5 ft (33.68 m) metal through girder, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by Unknown. The bridge was primarily designed by Isambard Kingdom Brunel. 51.448334 -2.623012 Lock Access Road Cumberland Basin (North Entrance Lock and South Entrance Lock) Bristol South West, England England United Kingdom Metal Through Girder Movable: Swing Rim Bearing Bobtail 0 1 Metal Through Girder Fixed 0 1 1849 0 Unknown Isambard Kingdom Brunel 9 9 110.5 33.68 0 0 12 3.66 https://historicbridges.org/unitedkingdom/bruneltubegirder/little_bruneltubegirder_7716_7_8v_small.jpg https://historicbridges.org/unitedkingdom/bruneltubegirder/little_bruneltubegirder_7716_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bruneltubegirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.448334,-2.623012
6313 Berwick Bridge Old Bridge Among surviving ancient stone arch bridges in the United Kingdom, this bridge stands out as a particularly long example. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 55.767840 -2.008090 West Street River Tweed Berwick-upon-Tweed North East, England England United Kingdom Stone Segmental Deck Arch Fixed 0 15 0 0 1624 0 Unknown 10 10 75 22.86 1164 354.79 0 0 https://historicbridges.org/unitedkingdom/berwickstone/little_berwickstone_8705_6_7v_small.jpg https://historicbridges.org/unitedkingdom/berwickstone/little_berwickstone_8705_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/berwickstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.767840,-2.008090
6314 Royal Border Bridge This stone-faced brick arch bridge is noted for is impressive length and high elevation. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) stone and brick Semicircular deck arch, fixed. The bridge was primarily built by McKay and Blackstock. The bridge was primarily designed by Robert Stephenson and Thomas Elliot Harrison. 55.772390 -2.013370 Railroad (Network Rail, East Coast Main Line) River Tweed Berwick-upon-Tweed North East, England England United Kingdom Stone and Brick Semicircular Deck Arch Fixed 0 28 0 0 1850 1993 McKay and Blackstock Robert Stephenson and Thomas Elliot Harrison 9 10 61 18.59 2162 658.98 0 0 https://historicbridges.org/unitedkingdom/royalborderbridge/little_royalborderbridge_8477_small.jpg https://historicbridges.org/unitedkingdom/royalborderbridge/little_royalborderbridge_8477.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/royalborderbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.772390,-2.013370
6315 Albert Edward Bridge This was one of the last large railway bridges built from cast iron, and this bridge is a good comparison to the other older cast iron bridges nearby. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England and Brassey and Field. The bridge was primarily designed by John Fowler. 52.630870 -2.503030 Railroad (Wenlock, Craven Arms and Lightmoor Extension Railway) River Severn Coalbrookdale West Midlands, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1864 1933 Coalbrookdale Company of Coalbrookdale, Shropshire, England and Brassey and Field John Fowler 8 7 200 60.96 200 60.96 0 0 https://historicbridges.org/unitedkingdom/albertedwardbridge/little_albertedwardbridge_2098_099_100v_small.jpg https://historicbridges.org/unitedkingdom/albertedwardbridge/little_albertedwardbridge_2098_099_100v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/albertedwardbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.630870,-2.503030
6316 Fochabers Bridge Old Spey Bridge This large and impressive 1854 cast iron arch bridge utilized existing stone arch spans from an 1804 bridge. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by James Hoby and Company. 57.620120 -3.106262 Inchberry Road (Former A96) River Spey Fochabers Moray, Scotland Scotland United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Stone Segmental Deck Arch Fixed 0 2 1854 0 James Hoby and Company 9 9 185 56.39 370 112.78 0 0 https://historicbridges.org/unitedkingdom/fochabersbridge/little_fochabersbridge_5098_099_100v_small.jpg https://historicbridges.org/unitedkingdom/fochabersbridge/little_fochabersbridge_5098_099_100v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/fochabersbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.620120,-3.106262
6317 River Weaver Railway Bridge Viaduct Number 54 This is one of two similar viaducts featuring a cast iron main span and brick arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Brassey. The bridge was primarily designed by Alexander Rendel. 53.305957 -2.701398 Railroad (Chester-Warrington Railway) River Weaver (Navigation Channel) Frodsham and Runcorn North West, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 Brick Semicircular Deck Arch Fixed 0 4 1850 0 Thomas Brassey Alexander Rendel 7 7 92 28.04 285 86.87 0 0 https://historicbridges.org/unitedkingdom/suttoncausewayrail/little_suttoncausewayrail_6761_2_3v_small.jpg https://historicbridges.org/unitedkingdom/suttoncausewayrail/little_suttoncausewayrail_6761_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/suttoncausewayrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.305957,-2.701398
6318 Frodsham Viaduct Viaduct Number 53 This is one of two similar viaducts featuring cast iron main spans and brick arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Thomas Brassey. The bridge was primarily designed by Alexander Rendel. 53.302542 -2.708946 Railroad (Chester-Warrington Railway) River Weaver Frodsham North West, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 2 Stone and Brick Semicircular Deck Arch Fixed 0 23 1850 0 Thomas Brassey Alexander Rendel 7 7 92 28.04 1313 400.2 0 0 https://historicbridges.org/unitedkingdom/frodshamviaduct/little_frodshamviaduct_6959_60_61v_small.jpg https://historicbridges.org/unitedkingdom/frodshamviaduct/little_frodshamviaduct_6959_60_61v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/frodshamviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.302542,-2.708946
6319 Lee Moor Tramway Bridge This is a unique, small scale cast iron arch bridge with a through arch design. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal (cast iron) through arch, fixed. The bridge was primarily built by Unknown. 50.392710 -4.083410 Railroad (National Cycle Network Rail-Trail) River Plym Plymouth South West, England England United Kingdom Metal (Cast Iron) Through Arch Fixed 0 2 0 0 1823 1961 Unknown 9 9 30 9.14 60 18.29 0 0 https://historicbridges.org/unitedkingdom/leemoortramwaybridge/little_leemoortramwaybridge_3600_1_2v_small.jpg https://historicbridges.org/unitedkingdom/leemoortramwaybridge/little_leemoortramwaybridge_3600_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/leemoortramwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.392710,-4.083410
6320 Yale Bridge This is a rare small-scale suspension bridge that is also noted for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Gilpin Construction Company of Portland, Oregon. The bridge was primarily designed by Harold E. Gilbert. 45.960910 -122.372980 WA-503 (Yale Bridge Road) North Fork Lewis River Rural Clark County, Washington and Cowlitz County, Washington Washington United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 5 1932 1957 Gilpin Construction Company of Portland, Oregon Harold E. Gilbert 8 8 300 91.44 458 139.6 16.7 5.09 https://historicbridges.org/washington/yalebridge/little_yalebridge_2634_small.jpg https://historicbridges.org/washington/yalebridge/little_yalebridge_2634.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/yalebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.960910,-122.372980
6321 Cowlitz Way Bridge Peter Crawford Bridge This is a wide and relatively late example of a continuous riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Peter Kiewit and Sons of Omaha, Nebraska. The bridge was primarily designed by Washington Department of Highways. 46.147310 -122.914030 WA-4 (Cowlitz Way) Cowlitz River Kelso Cowlitz County, Washington Washington United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 Continuous 1 Concrete T-Beam Fixed 0 20 1951 0 Peter Kiewit and Sons of Omaha, Nebraska Washington Department of Highways 6 6 256 78.03 1710 521.21 56 17.07 https://historicbridges.org/washington/kelso/little_kelso_5048_49_50v_small.jpg https://historicbridges.org/washington/kelso/little_kelso_5048_49_50v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/kelso/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.147310,-122.914030
6322 WA-4 Elochoman River Bridge This is a traditional example of a state standard through truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. 46.228790 -123.394100 WA-4 Elochoman River Rural Wahkiakum County, Washington Washington United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1955 0 Unknown Washington Department of Highways 5 5 160 48.77 165 50.29 26 7.92 https://historicbridges.org/washington/wa4elochoman/little_wa4elochoman_4490_1_2v_small.jpg https://historicbridges.org/washington/wa4elochoman/little_wa4elochoman_4490_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa4elochoman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.228790,-123.394100
6323 Caples Road Bridge Old WA-503 Bridge This is a classic example of a rural style concrete closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Union Bridge Company of Portland, Oregon. 45.741810 -122.546850 Caples Road (Old WA-503) Salmon Creek Meadow Glade Clark County, Washington Washington United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 Union Bridge Company of Portland, Oregon 5 6 50 15.24 80 24.38 23.6 7.19 https://historicbridges.org/washington/oldwa503salmoncreek/little_oldwa503salmoncreek_2379_80_81v_small.jpg https://historicbridges.org/washington/oldwa503salmoncreek/little_oldwa503salmoncreek_2379_80_81v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/oldwa503salmoncreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.741810,-122.546850
6324 Cape Perpetua Half Viaduct This bridge is noted as a historic example of a half-viaduct which carries a portion of the road out alongside a cliff. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. 44.288670 -124.112670 Oregon Coast Highway (US-101) Cape Perpetua Chasm Rural Lincoln County, Oregon Oregon United States Concrete T-Beam Fixed 0 2 0 0 1931 0 Unknown Oregon State Highway Commission 6 6 38 11.58 76 23.16 27 8.23 https://historicbridges.org/oregon/capeperpetua/little_capeperpetua_0382_3_4v_small.jpg https://historicbridges.org/oregon/capeperpetua/little_capeperpetua_0382_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/capeperpetua/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.288670,-124.112670
6325 Albany Willamette River Railroad Bridge This bridge consists of a riveted Warren through truss swing bridge flanked by similar but shorter fixed truss spans. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 44.640880 -123.096820 Railroad (Portland and Western Railroad) Willamette River Albany Benton County, Oregon and Linn County, Oregon Oregon United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 10 1 Metal Warren Rivet-Connected Through Truss Fixed 6 0 1921 0 American Bridge Company of New York, New York 7 7 260 79.25 3910 1191.77 0 0 https://historicbridges.org/oregon/albanywillametterr/little_albanywillametterr_1084_small.jpg https://historicbridges.org/oregon/albanywillametterr/little_albanywillametterr_1084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albanywillametterr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.640880,-123.096820
6326 Chasm Bridge Neahkahnie Mountain Bridge This unusual bridge crosses a chasm that drops off sharply beneath the bridge, with the mountain rising directly beside the bridge. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete (stone faced) deck girder, fixed. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 45.743130 -123.957470 Oregon Coast Highway (US-101) Neahkahnie Mountain Chasm Rural Tillamook County, Oregon Oregon United States Concrete (Stone Faced) Deck Girder Fixed 0 1 0 0 1937 0 Glenn S. Paxson (Oregon State Highway Commission) 6 6 59 17.98 103.4 31.52 30 9.14 https://historicbridges.org/oregon/chasmbridge/little_chasmbridge_7488_89_90v_small.jpg https://historicbridges.org/oregon/chasmbridge/little_chasmbridge_7488_89_90v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/chasmbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.743130,-123.957470
6327 New Youngs Bay Bridge This is a late example of a vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 153.6 ft (46.82 m) metal bolt-connected Warren pony truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ivan D. Merchant (Oregon State Highway Commission). 46.176070 -123.868380 Oregon Coast Highway (US-101) Youngs Bay Astoria Clatsop County, Oregon Oregon United States Metal Warren Bolt-Connected Pony Truss Movable: Vertical Lift Tower Drive 10 1 Metal Warren Bolt-Connected Pony Truss Fixed 10 51 1964 0 Unknown Ivan D. Merchant (Oregon State Highway Commission) 4 3 153.6 46.82 4208.5 1282.75 30 9.14 https://historicbridges.org/oregon/youngsbaynew/little_youngsbaynew_6528_29_30v_small.jpg https://historicbridges.org/oregon/youngsbaynew/little_youngsbaynew_6528_29_30v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/youngsbaynew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.176070,-123.868380
6328 Wilson River Slough Bridge This bridge is a good representative example of a standard small-scale bridge on the Oregon Coast Highway, and it retains the ornamental railings used on many bridges on this highway. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. 45.479500 -123.844620 Oregon Coast Highway (US-101) Wilson River Slough Tillamook Tillamook County, Oregon Oregon United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1931 0 Unknown Oregon State Highway Commission 3 2 46 14.02 120 36.58 27 8.23 https://historicbridges.org/oregon/wilsonriverslough/little_wilsonriverslough_8112_small.jpg https://historicbridges.org/oregon/wilsonriverslough/little_wilsonriverslough_8112.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/wilsonriverslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.479500,-123.844620
6329 Short Sand Creek Bridge A good example of a concrete t-beam bridge on the Oregon Coast Highway, this one features a less common design of ornamental railing used on this highway. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Oregon State Highway Commission. 45.762180 -123.957240 Oregon Coast Highway (US-101) Short Sand Beach Creek and Short Sands Trail Rural Tillamook County, Oregon Oregon United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1937 0 Unknown Oregon State Highway Commission 3 3 46 14.02 120 36.58 26 7.92 https://historicbridges.org/oregon/shortsandcreek/little_shortsandcreek_7140_1_2v_small.jpg https://historicbridges.org/oregon/shortsandcreek/little_shortsandcreek_7140_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/shortsandcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.762180,-123.957240
6330 Isthmus Slough Bridge Newport Lane Bridge This bridge is a double-leaf bascule bridge that also includes a fixed deck truss approach span next to the bascule span. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Liesch and Tofte of Coos Bay, Oregon. The bridge was primarily designed by Conde Balcom McCullough (Oregon State Highway Commission). 43.356520 -124.193990 Coos River Highway (Newport Lane) Isthmus Slough Coos Bay Coos County, Oregon Oregon United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Pratt Rivet-Connected Deck Truss Fixed 10 35 1931 2011 Liesch and Tofte of Coos Bay, Oregon Conde Balcom McCullough (Oregon State Highway Commission) 4 3 165 50.29 1757.8 535.78 27 8.23 https://historicbridges.org/oregon/isthmusslough/little_isthmusslough_5263_4_5v_small.jpg https://historicbridges.org/oregon/isthmusslough/little_isthmusslough_5263_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/isthmusslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.356520,-124.193990
6331 Bunker Hill Overcrossing Bunker Hill Railroad Overpass This is a good representative example of a state design grade separation bridge in Oregon. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete continuous t-beam, fixed. The bridge was primarily built by Mountain States Construction Company of Eugene, Oregon. The bridge was primarily designed by Glenn S. Paxson (Oregon State Highway Commission). 43.355960 -124.201400 Coos River Highway (Newport Lane) Railroad (Coos Bay Rail Link) Coos Bay Coos County, Oregon Oregon United States Concrete T-Beam Fixed 0 Continuous 3 0 0 1938 0 Mountain States Construction Company of Eugene, Oregon Glenn S. Paxson (Oregon State Highway Commission) 2 2 50 15.24 150 45.72 26 7.92 https://historicbridges.org/oregon/bunkerhillovercrossing/little_bunkerhillovercrossing_5320_1_2v_small.jpg https://historicbridges.org/oregon/bunkerhillovercrossing/little_bunkerhillovercrossing_5320_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/bunkerhillovercrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.355960,-124.201400
6332 OR-99E Overpass A representative example of a relatively early highway-over-highway overpass. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. 44.631050 -123.103010 Pacific Boulevard (OR-99E) 9th Avenue (US-20 Ramps) Albany Linn County, Oregon Oregon United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1940 0 Unknown 2 2 54 16.46 140 42.67 50 15.24 https://historicbridges.org/oregon/albany9thavenue/little_albany9thavenue_1627_small.jpg https://historicbridges.org/oregon/albany9thavenue/little_albany9thavenue_1627.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=oregon/albany9thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.631050,-123.103010
6333 لینس ڈاؤن پل (Lansdowne Bridge) A cantilever truss bridge with high levels of historic and engineering significance, this is perhaps one of the most unusual looking bridges on earth! The technical description of the main or most noteworthy span of the bridge is a 820 ft (249.94 m) metal cantilever through truss, fixed. The bridge was primarily built by Westwood, Baillie and Company of London, England. The bridge was primarily designed by Alexander Meadows Rendel. 27.693896 68.888545 Lansdowne Bridge Road Indus River (Sindhu) Sukkur (سکّھر‎) and Rohri (روہڑی‎) Sukkur (سکّھر‎) and Rohri (روہڑی‎) Sindh (سِندھ‎) Pakistan (پاکِستان) Metal Through Truss Fixed 0 Cantilever 3 0 0 1889 0 Westwood, Baillie and Company of London, England Alexander Meadows Rendel 10 10 820 249.94 1208 368.2 0 0 https://historicbridges.org/pakistan/lansdowne/little_3_small.jpg https://historicbridges.org/pakistan/lansdowne/little_3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pakistan/lansdowne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.693896,68.888545
6334 Julia Butler Hansen Bridge Puget Island Bridge This bridge is an impressive truss bridge with additional significance for association with Depression-era federal relief programs. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Poole and McGonigle Steel Company of Portland, Oregon. The bridge was primarily designed by Clark H. Eldridge and Ralph W. Finke of Olympia, Washington. 46.196530 -123.383550 WA-409 Columbia River Cathlamet Wahkiakum County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 14 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 15 1939 1987 Poole and McGonigle Steel Company of Portland, Oregon Clark H. Eldridge and Ralph W. Finke of Olympia, Washington 7 7 420 128.02 2615 797.05 20 6.1 https://historicbridges.org/washington/pugetisland/little_7_small.jpg https://historicbridges.org/washington/pugetisland/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/pugetisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.196530,-123.383550
6335 Meeker Drive Bridge This bridge is a representative example of a mid 20th century truss bridge in Washington State. The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Washington Department of Highways. 46.035490 -122.856450 Meeker Drive Kalama River Rural Cowlitz County, Washington Washington United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 3 1952 1971 Unknown Washington Department of Highways 5 5 242 73.76 441 134.42 28 8.53 https://historicbridges.org/washington/meekerdrive/main_small.jpg https://historicbridges.org/washington/meekerdrive/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/meekerdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.035490,-122.856450
6336 Ocean Beach Highway Bridge This concrete arch bridge is today in an unusual setting because it was abandoned when a new alignment at a lower level next to the bridge eliminated the need for a bridge completely. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.186739 -123.182988 WA-4 (Abandoned Alignment) (Ocean Beach Highway) Dry Gulch Rural Cowlitz County, Washington Washington United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/washington/wa4drygulch/little_wa4drygulch_4619_small.jpg https://historicbridges.org/washington/wa4drygulch/little_wa4drygulch_4619.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa4drygulch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.186739,-123.182988
6337 Ocean Beach Highway Half-Viaduct Today abandoned, the need for this half-viaduct, as well as a new one, was eliminated when a highway realignment lowered the road so that a structure was not needed. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 46.186315 -123.185482 WA-4 (Abandoned Alignment) (Ocean Beach Highway) Cliff along Columbia River Rural Cowlitz County, Washington Washington United States Concrete Slab Fixed 0 0 0 0 1930 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/washington/wa4halfviaduct/little_wa4halfviaduct_4595_small.jpg https://historicbridges.org/washington/wa4halfviaduct/little_wa4halfviaduct_4595.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/wa4halfviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.186315,-123.185482
6338 Barnhart Island Road Bridge This is an outstanding and uncommon example of a mid-20th century riveted continuous through. The technical description of the main or most noteworthy span of the bridge is a 509 ft (155.14 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 44.995940 -74.845090 Barnhart Island Road St. Lawrence River (Fleuve Saint-Laurent) South Channel Rural St. Lawrence County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 0 Continuous 3 0 0 1956 1997 Unknown 7 7 509 155.14 1074 327.36 0 0 https://historicbridges.org/newyork/barnhartisland/little_barnhartisland_5088_small.jpg https://historicbridges.org/newyork/barnhartisland/little_barnhartisland_5088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/barnhartisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.995940,-74.845090
6339 Massena Center Bridge Designed by a famous suspension bridge engineer who was born in nearby Massena, this is a rare small-scale example of an early 20th Century suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal wire cable suspension, fixed. The bridge was primarily built by Eastern Steel Company of Pottsville, Pennsylvania and John A. Roebling Sons Company of Trenton, New Jersey. The bridge was primarily designed by Holton D. Robinson. 44.959200 -74.830430 Massena - Massena Center Road (CR-42A) Grasse River (Grass River) Massena Center St. Lawrence County, New York New York United States Metal Wire Cable Suspension Fixed 0 3 0 0 1911 0 Eastern Steel Company of Pottsville, Pennsylvania and John A. Roebling Sons Company of Trenton, New Jersey Holton D. Robinson 9 9 400 121.92 680 207.26 14 4.27 https://historicbridges.org/newyork/massenacenter/little_massenacenter_5442_3_4vib_small.jpg https://historicbridges.org/newyork/massenacenter/little_massenacenter_5442_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/massenacenter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959200,-74.830430
6340 Boat O' Brig Road Bridge This bridge is a representative example of a mid 20th century truss bridge in the UK, and is located at the site of a historic suspension bridge. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 57.550519 -3.140664 B9103 River Spey Fochabers Moray, Scotland Scotland United Kingdom Metal Parker Bolt-Connected Through Truss Fixed 0 1 0 0 1956 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/boatobrighighway/little_boatobrighighway_4090_small.jpg https://historicbridges.org/unitedkingdom/boatobrighighway/little_boatobrighighway_4090.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/boatobrighighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.550519,-3.140664
6341 Boat O' Brig Railway Bridge Spey (Orton) Viaduct, Bridge of Spey This 1906 truss bridge uses the approach and substructure of a previous 1858 bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Head Wrightson of Thornaby-on-Tees, England. The bridge was primarily designed by William Roberts. 57.551060 -3.140187 Railroad (Highland Railway) River Spey Fochabers Moray, Scotland Scotland United Kingdom Metal Whipple (Double-Intersection Pratt) Rivet-Connected Through Truss Fixed 17 1 Stone Segmental Deck Arch Fixed 0 7 1906 0 Head Wrightson of Thornaby-on-Tees, England William Roberts 6 6 250 76.2 635 193.55 0 0 https://historicbridges.org/unitedkingdom/boatobrigrailway/little_boatobrigrailway_4054_5_6v_small.jpg https://historicbridges.org/unitedkingdom/boatobrigrailway/little_boatobrigrailway_4054_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/boatobrigrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.551060,-3.140187
6342 St. Nicholas Street Bridge This beautiful cast iron arch bridge was widened on one side at a later date with riveted arch ribs. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal hingeless deck arch, fixed. The bridge was primarily built by Abbot and Company of Gateshead, England. 54.968910 -1.610973 Railroad (East Coast Main Line, London North Eastern Railway) St. Nicholas Street (B1307) Newcastle upon Tyne North East, England England United Kingdom Metal Hingeless Deck Arch Fixed 0 1 0 0 1848 1890 Abbot and Company of Gateshead, England 7 7 62 18.9 62 18.9 0 0 https://historicbridges.org/unitedkingdom/stnicholasstreetrail/little_stnicholasstreetrail_5630_small.jpg https://historicbridges.org/unitedkingdom/stnicholasstreetrail/little_stnicholasstreetrail_5630.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/stnicholasstreetrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.968910,-1.610973
6343 Royal Tweed Bridge This concrete arch bridge is noted for association with an important engineering firm, and for its record-breaking span length when completed. The technical description of the main or most noteworthy span of the bridge is a 356 ft (108.51 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Holloway Brothers of London, England. The bridge was primarily designed by L G Mouchel and Partners. 55.768560 -2.009030 A1167 River Tweed Berwick-upon-Tweed North East, England England United Kingdom Concrete Open Spandrel Deck Arch Fixed 0 4 0 0 1928 0 Holloway Brothers of London, England L G Mouchel and Partners 7 7 356 108.51 1410 429.77 0 0 https://historicbridges.org/unitedkingdom/berwickconcrete/little_berwickconcrete_8606_7_8v_small.jpg https://historicbridges.org/unitedkingdom/berwickconcrete/little_berwickconcrete_8606_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/berwickconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.768560,-2.009030
6344 ! Munson Road Bridge This abandoned multi-span example of a through truss built by a noteworthy in-state bridge builder is at severe risk for collapse. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: The easiest way to reach this bridge is from the west. 44.865442 -74.779214 Munson Road St. Regis River Rural St. Lawrence County, New York New York United States The easiest way to reach this bridge is from the west. Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1893 0 Groton Bridge Company of Groton, New York 7 7 115 35.05 230 70.1 13 3.96 https://historicbridges.org/newyork/munsonroad/little_munsonroad_6225_small.jpg https://historicbridges.org/newyork/munsonroad/little_munsonroad_6225.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/munsonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.865442,-74.779214
6346 Helena Bridge This bridge is an early and outstanding example of a unique, ornamental bridge design built by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 140.8 ft (42.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 44.922490 -74.726470 CR-37 (Massena-Helena Road) St. Regis River Helena St. Lawrence County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 1900 0 Canton Bridge Company of Canton, Ohio 8 8 140.8 42.92 292 89 15 4.57 https://historicbridges.org/newyork/helena/little_helena_5757_8_9vikb_small.jpg https://historicbridges.org/newyork/helena/little_helena_5757_8_9vikb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/helena/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.922490,-74.726470
6347 Depot Street Bridge This bridge is a good representative example of a state standard riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 144.7 ft (44.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 44.919730 -74.722420 Depot Street Deer River Helena St. Lawrence County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1931 0 Unknown New York State Department of Public Works 6 5 144.7 44.1 149 45.42 24 7.32 https://historicbridges.org/newyork/helenadepot/little_helenadepot_5844_5_6vib_small.jpg https://historicbridges.org/newyork/helenadepot/little_helenadepot_5844_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/helenadepot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.919730,-74.722420
6348 Traffic Circle Road Bridge Rooseveltown Bridge This is a very unusual welded truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal welded Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.978820 -74.733050 Traffic Circle Road Raquette River Rooseveltown St. Lawrence County, New York New York United States Metal Pratt Welded Through Truss Fixed 0 2 Metal Stringer (Multi-Beam) Fixed 0 2 1934 1965 Unknown 5 5 150 45.72 383 116.74 19 5.79 https://historicbridges.org/newyork/trafficcircleroad/little_trafficcircleroad_4977_small.jpg https://historicbridges.org/newyork/trafficcircleroad/little_trafficcircleroad_4977.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/trafficcircleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978820,-74.733050
6349 Rooseveltown Railroad Bridge This is a beautiful and intact pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.978854 -74.732924 Railroad (CSX) Raquette River Rooseveltown St. Lawrence County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 0 0 Unknown 7 7 155 47.24 310 94.49 11 3.35 https://historicbridges.org/newyork/trafficcirclerailroad/little_trafficcirclerailroad_4779_small.jpg https://historicbridges.org/newyork/trafficcirclerailroad/little_trafficcirclerailroad_4779.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/trafficcirclerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.978854,-74.732924
6350 Elm Ridge Road Bridge Anstead Bridge This abandoned bridge is an extremely rare lenticular truss bridge with details unusual even among other lenticular truss bridges. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 44.111270 -75.782810 Elm Ridge Road (Abandoned Alignment Indian River Evans Mills Jefferson County, New York New York United States Metal Lenticular Pin-Connected Through Truss Fixed 7 1 0 0 1884 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 110 33.53 110 33.53 0 0 https://historicbridges.org/newyork/elmridge/little_297b_small.jpg https://historicbridges.org/newyork/elmridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/elmridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.111270,-75.782810
6351 NY-131 Grasse River Bridge This is a good, multi-span example of a variable depth deck plate girder bridge with a cantilever pin and hanger design. The technical description of the main or most noteworthy span of the bridge is a 122.7 ft (37.4 m) metal cantilever pin and hanger Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 44.954030 -74.839070 NY-131 Grasse River (Grass River) Massena St. Lawrence County, New York New York United States Metal Variable Depth Pin and Hanger Deck Girder Fixed 0 Cantilever 5 0 0 1956 0 Unknown New York State Department of Public Works 5 5 122.7 37.4 614 187.15 36 10.97 https://historicbridges.org/newyork/ny131/little_ny131_5319_20_21vib_small.jpg https://historicbridges.org/newyork/ny131/little_ny131_5319_20_21vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny131/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.954030,-74.839070
6352 Ekey Road Bridge This small Pratt pony truss has counters in each of its two center panels giving it an appearance like a double-Warren truss bridge. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 44.775540 -75.051410 Ekey Road Trout Brook Rural St. Lawrence County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 0 1 0 0 1895 0 Groton Bridge Company of Groton, New York 7 7 67 20.42 68 20.73 12 3.66 https://historicbridges.org/newyork/ekeyroad/little_ekeyroad_7104_small.jpg https://historicbridges.org/newyork/ekeyroad/little_ekeyroad_7104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ekeyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.775540,-75.051410
6353 Redwater Brook Bridge Burke Hollow Road Bridge This long abandoned bridge has an unusual appearance due to its arrangement of the top chord, consisting of two angles and cover plate only. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 44.834170 -74.666660 Burke Hollow Road Redwater Brook Rural St. Lawrence County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/burkehollowroadsouth/little_burkehollowroadsouth_5901_small.jpg https://historicbridges.org/newyork/burkehollowroadsouth/little_burkehollowroadsouth_5901.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/burkehollowroadsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.834170,-74.666660
6354 Dry Bridge Road Bridge This is a timber stringer overpass bridge resting on stone abutments. The technical description of the main or most noteworthy span of the bridge is a 19.7 ft (6 m) wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.739910 -74.987490 Dry Bridge Road Railroad (CSX) Norwood St. Lawrence County, New York New York United States Wood Stringer (Multi-Beam) Fixed 0 5 0 0 1900 1970 Unknown 5 5 19.7 6 80.7 24.6 15.7 4.79 https://historicbridges.org/newyork/drybridgeroad/little_drybridgeroad_6303_4_5vikb_small.jpg https://historicbridges.org/newyork/drybridgeroad/little_drybridgeroad_6303_4_5vikb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/drybridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.739910,-74.987490
6355 Ledges Road Bridge This pony truss is an example of an unusual standard design welded truss found only in New York State. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal welded Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.275520 -75.977060 Ledges Road Mullet Creek Rural Jefferson County, New York New York United States Metal Double-Intersection Warren Welded Pony Truss Fixed 4 1 0 0 0 2002 Unknown 5 5 61.7 18.81 70 21.34 21.7 6.61 https://historicbridges.org/newyork/ledgesroad/little_ledgesroad_7839_40_41vib_small.jpg https://historicbridges.org/newyork/ledgesroad/little_ledgesroad_7839_40_41vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ledgesroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.275520,-75.977060
6356 Lafayette Spring Street Bridge This is an impressive and rare surviving example of a Melan type concrete arch bridge, and is associated with a noted engineer. The technical description of the main or most noteworthy span of the bridge is a 136.8 ft (41.7 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Kirk, Raleigh, and Company of Syracuse, New York. The bridge was primarily designed by Concrete-Steel Engineering Company of New York, New York and William Mueser. 44.690170 -75.493790 Lafayette Street and Spring Street Oswegatchie River Ogdensburg St. Lawrence County, New York New York United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Closed Spandrel Deck Arch Fixed 0 2 1916 1994 Kirk, Raleigh, and Company of Syracuse, New York Concrete-Steel Engineering Company of New York, New York and William Mueser 8 8 136.8 41.7 597 181.97 30 9.14 https://historicbridges.org/newyork/ogdensburgarch/little_ogdensburgarch_7422_3_4vib_small.jpg https://historicbridges.org/newyork/ogdensburgarch/little_ogdensburgarch_7422_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ogdensburgarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.690170,-75.493790
6357 Madrid Stone Bridge This nice looking stone arch bridge, noted for its long, multi-span configuration, has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone Segmental deck arch, fixed. The bridge was primarily built by M. L. and M. A. Cleveland of Watertown, New York. The bridge was primarily designed by Hinds and Hodgkins of Watertown, New York. 44.747210 -75.130830 NY-345 (Bridge Street) Grasse River (Grass River) Madrid St. Lawrence County, New York New York United States Stone Segmental Deck Arch Fixed 0 9 0 0 1882 2009 M. L. and M. A. Cleveland of Watertown, New York Hinds and Hodgkins of Watertown, New York 7 7 45 13.72 403 122.83 22 6.71 https://historicbridges.org/newyork/madrid/little_madrid_7143_small.jpg https://historicbridges.org/newyork/madrid/little_madrid_7143.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/madrid/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.747210,-75.130830
6358 Massena Railroad Truss Bridge Massena Rail-Trail Bridge This is the more unusual and more significant of two railroad bridges that sit beside each other at this location. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Unknown. 44.934670 -74.876660 Railroad (Rail-Trail) Grasse River (Grass River) Massena St. Lawrence County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 7 4 Metal Deck Girder Fixed 0 0 1900 0 Unknown 7 7 100 30.48 500 152.4 0 0 https://historicbridges.org/newyork/massenarrtruss/little_massenarrtruss_5538_39_40vib_small.jpg https://historicbridges.org/newyork/massenarrtruss/little_massenarrtruss_5538_39_40vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/massenarrtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934670,-74.876660
6359 Massena Railroad Girder Bridge This plate girder bridge, noted for one of its spans being made of aluminum, sits next to a historic truss bridge, but crosses the river at a higher level, resulting in a nearby highway overpass bridge, included on this page. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal (aluminum) deck girder, fixed. The bridge was primarily built by Alcoa Corporation of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania. 44.934700 -74.876350 Railroad (Massena Terminal Railroad) Grasse River (Grass River) Massena St. Lawrence County, New York New York United States Metal (Aluminum) Deck Girder Fixed 0 7 Metal Through Girder Fixed 0 1 1945 0 Alcoa Corporation of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania 8 8 100 30.48 925 281.94 0 0 https://historicbridges.org/newyork/massenarrgirder/little_massenarrgirder_5628_small.jpg https://historicbridges.org/newyork/massenarrgirder/little_massenarrgirder_5628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/massenarrgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934700,-74.876350
6360 Norwood Railroad Bridge Ogdensburg Railroad Bridge Number 80 This is an notable example of a lattice deck truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal rivet-connected Lattice (Quadruple Warren) deck truss, fixed. The bridge was primarily built by Hawkins Bridge Company and Vermont Construction Company of St. Albans, Vermont. 44.748260 -75.006490 Railroad (New York and Ogdensburg Railway) Raquette River Norwood St. Lawrence County, New York New York United States Metal Lattice (Quadruple Warren) Rivet-Connected Deck Truss Fixed 0 2 Metal Stringer (Multi-Beam) Fixed 0 2 1885 1898 Hawkins Bridge Company and Vermont Construction Company of St. Albans, Vermont 8 8 132 40.23 276.2 84.19 12 3.66 https://historicbridges.org/newyork/nnylattice/little_mainb_small.jpg https://historicbridges.org/newyork/nnylattice/little_mainb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/nnylattice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.748260,-75.006490
6361 Corporal Michael F. Folland Memorial Bridge This is a good, complete example of a concrete arch bridge with good aesthetic qualities. The technical description of the main or most noteworthy span of the bridge is a 134.8 ft (41.09 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by T. A. Loving Company of Goldsboro, North Carolina. 37.794810 -79.996440 US-60 (Midland Trail, Monroe Avenue) Jackson River Covington Alleghany County, Virginia and Covington Independent City, Virginia Virginia United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1929 0 T. A. Loving Company of Goldsboro, North Carolina 7 7 134.8 41.09 394 120.09 23 7.01 https://historicbridges.org/virginia/covingtonarchbridge/little_covingtonarchbridges_2032_3_4vibra_small.jpg https://historicbridges.org/virginia/covingtonarchbridge/little_covingtonarchbridges_2032_3_4vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/covingtonarchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.794810,-79.996440
6362 Humphreys Gap Bridge This is a later example of a style of overpass bridge that first saw popular usage in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 77.8 ft (23.71 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 37.740940 -79.302970 Blue Ridge Parkway US-60 Rural Amherst County, Virginia Virginia United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1959 0 Unknown 4 4 77.8 23.71 77.8 23.71 30.8 9.39 https://historicbridges.org/virginia/humphreysgapus60/little_humphreysgapus60blueridgepkwy_2959_60_61vibra_small.jpg https://historicbridges.org/virginia/humphreysgapus60/little_humphreysgapus60blueridgepkwy_2959_60_61vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/humphreysgapus60/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.740940,-79.302970
6363 Fletcher Chapel Road Bridge This unusual truss bridge is abandoned and without a deck, and for people driving on the nearby highway, it is the only evidence there was ever a road here. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 37.808530 -80.068790 Fletcher Chapel Road (VA-660) Ogle Creek Rural Alleghany County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 7 7 88 26.82 88 26.82 15.3 4.66 https://historicbridges.org/virginia/oglecreekbridge/little_oglecreekbridge_2245_small.jpg https://historicbridges.org/virginia/oglecreekbridge/little_oglecreekbridge_2245.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/oglecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.808530,-80.068790
6364 Penvir Road Bridge This bridge is a traditional pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 37.297120 -80.877200 Penvir Road Wolf Creek (VA-673) Rural Giles County, Virginia Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 3 0 0 Unknown 7 7 100 30.48 179 54.56 11.2 3.41 https://historicbridges.org/virginia/penvirbridge/little_penvirbridge_0194_5_6vibra_small.jpg https://historicbridges.org/virginia/penvirbridge/little_penvirbridge_0194_5_6vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/penvirbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.297120,-80.877200
6366 Plunkett Road Bridge This is one of the last known surviving examples of a truss bridge built using the unusual tapered vertical members of the Roanoke Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia. 38.224890 -78.520770 Plunkett Road (CR-603) Lynch River Rural Albemarle County, Virginia Virginia United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 Metal Stringer (Multi-Beam) Fixed 0 0 1917 0 Roanoke Bridge Company of Roanoke, Virginia 8 8 54 16.46 84 25.6 14 4.27 https://historicbridges.org/virginia/plunkettroadbridge/little_plunkettroadbridge_3658_59_60vibra_small.jpg https://historicbridges.org/virginia/plunkettroadbridge/little_plunkettroadbridge_3658_59_60vibra.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/plunkettroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.224890,-78.520770
6367 Darby Creek Railroad Bridges Two rare Strauss vertical overhead counterweight bascule bridges sit next to each other at this location. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 39.864940 -75.313240 Railroad (Conrail, Former Pennsylvania Railroad) Darby Creek Ridley Park and Essington Delaware County, Pennsylvania Pennsylvania United States Metal Through Girder Movable: Single Leaf Bascule Strauss Trunnion 0 1 Metal Deck Girder Fixed 0 5 1917 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 50 15.24 283 86.26 0 0 https://historicbridges.org/pennsylvania/darbycreekbasculerrbridges/little_darbycreekbasculerrbridges12_small.jpg https://historicbridges.org/pennsylvania/darbycreekbasculerrbridges/little_darbycreekbasculerrbridges12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/darbycreekbasculerrbridges/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.864940,-75.313240
6368 Robert A Briant Sr. Memorial Bridge This bridge is an example of a patented variety of fixed trunnion bascule bridge, also noted for its approach span system. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 40.185370 -74.023620 NJ-71 Shark River Belmar and Avon-by-the-Sea Monmouth County, New Jersey New Jersey United States Metal Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Deck Girder Fixed 0 9 1932 1989 Unknown Ash, Howard, Needles, and Tammen of New York, New York 7 7 90 27.43 860 262.13 50 15.24 https://historicbridges.org/newjersey/sharkriverrt71/little_sharkriverrt7123_small.jpg https://historicbridges.org/newjersey/sharkriverrt71/little_sharkriverrt7123.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/sharkriverrt71/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.185370,-74.023620
6369 Ocean Avenue Bridge This bridge is an altered example of a patented variety of fixed trunnion bascule bridge, also noted for its approach span system. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 40.187510 -74.010160 Ocean Avenue (CR-18) Shark River Belmar and Avon-by-the-Sea Monmouth County, New Jersey New Jersey United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Metal Variable Depth Deck Girder Fixed 0 4 1932 1987 Unknown Ash, Howard, Needles, and Tammen of New York, New York 4 3 112 34.14 339 103.33 40 12.19 https://historicbridges.org/newjersey/sharkriveroceanavenue/little_sharkriveroceanave5_small.jpg https://historicbridges.org/newjersey/sharkriveroceanavenue/little_sharkriveroceanave5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/sharkriveroceanavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.187510,-74.010160
6370 Shark River Railroad Bridge This is a wide, double-track example of a plate girder rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 40.184630 -74.025880 Railroad (New Jersey Transit) Shark River Belmar and Avon-by-the-Sea Monmouth County, New Jersey New Jersey United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Through Girder Fixed 0 0 1937 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 75 22.86 544 165.81 0 0 https://historicbridges.org/newjersey/sharkrivernjt/little_sharkrivernjt37_small.jpg https://historicbridges.org/newjersey/sharkrivernjt/little_sharkrivernjt37.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/sharkrivernjt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.184630,-74.025880
6371 Wreck Pond Bridge This attractive arch bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Owen J. Melee of Long Branch, New Jersey. The bridge was primarily designed by John T. Simpson of Newark, New Jersey. 40.138650 -74.028510 1st Avenue Wreck Pond Sea Girt Monmouth County, New Jersey New Jersey United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1916 0 Owen J. Melee of Long Branch, New Jersey John T. Simpson of Newark, New Jersey 6 6 41 12.5 41 12.5 36 10.97 https://historicbridges.org/newjersey/seagirtwreckpondbrookfirstave/little_seagirtwreckpondbrookfirstave4_small.jpg https://historicbridges.org/newjersey/seagirtwreckpondbrookfirstave/little_seagirtwreckpondbrookfirstave4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/seagirtwreckpondbrookfirstave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.138650,-74.028510
6373 Florence Bridge This vertical lift bridge is also noted for its long, impressive series of fixed through truss spans. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. 39.632650 -90.607710 IL-100 and IL-106 (Old US-36) Illinois River Florence Pike County, Illinois and Scott County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift 10 1 Metal Parker Rivet-Connected Through Truss Fixed 10 37 1929 2004 Illinois Steel Bridge Company of Jacksonville, Illinois 7 7 215 65.53 3177.3 968.44 23 7.01 https://historicbridges.org/illinois/florence/little_florence_2807_8_9b_small.jpg https://historicbridges.org/illinois/florence/little_florence_2807_8_9b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/florence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.632650,-90.607710
6374 Iron Bridge Road Bridge This traditional Pratt truss bridge has been bypassed and abandoned, and appears to be at risk for flood damage. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.097460 -88.989310 Iron Bridge Road (North 830 East Road) Salt Creek Rural DeWitt County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 7 112 34.14 112 34.14 12 3.66 https://historicbridges.org/illinois/ironbridgeroadbridge/little_ironbridgeroadbridge_8738_39_40v_small.jpg https://historicbridges.org/illinois/ironbridgeroadbridge/little_ironbridgeroadbridge_8738_39_40v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ironbridgeroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.097460,-88.989310
6375 Meyers Road Bridge This rare pin-connected Camelback truss bridge sits in an abandoned state. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 39.820430 -89.252460 Meyers Road Sangamon River (Old Channel) Rural Christian County, Illinois and Sangamon County, Illinois United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 7 8 160 48.77 170 51.82 15 4.57 https://historicbridges.org/illinois/meyersroadbridge/little_meyersroadbridge_8978_79_80b_small.jpg https://historicbridges.org/illinois/meyersroadbridge/little_meyersroadbridge_8978_79_80b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/meyersroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.820430,-89.252460
6376 Woodlawn Cemetery Bridge This bridge is a rare example of a style of lightweight bridge that is composed of rolled angles forming a Double-Warren pony truss. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Double-Intersection Warren bedstead pony truss, fixed. The bridge was primarily built by Unknown. 40.160910 -88.964660 Cemetery Road 10 Mile Creek Clinton DeWitt County, Illinois Illinois United States Metal Double-Intersection Warren Rivet-Connected Bedstead Pony Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 7 39 11.89 68 20.73 12 3.66 https://historicbridges.org/illinois/clintonwoodlawn/little_clintonwoodlawn_8714_5_6v_small.jpg https://historicbridges.org/illinois/clintonwoodlawn/little_clintonwoodlawn_8714_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/clintonwoodlawn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.160910,-88.964660
6377 Swisher Hill Road Bridge This bridge is a traditional example of a pin-connected Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.223030 -88.821240 Swisher Hill Road (TR-188, 1705 East Road North Fork Salt Creek Rural DeWitt County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1911 1987 Unknown 7 7 100 30.48 104 31.7 14 4.27 https://historicbridges.org/illinois/dewitt1705/little_dewitt1705_8492_3_4v_small.jpg https://historicbridges.org/illinois/dewitt1705/little_dewitt1705_8492_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/dewitt1705/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.223030,-88.821240
6378 Cascades Roadway Culvert Cascade Stone Bridge The small undeveloped road that meanders down into the valley that the larger Cascade Bridge passes over features this tiny stone culvert. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.781900 -91.099060 Cascades Roadway Cascade Ravine Drain Burlington Des Moines County, Iowa Iowa United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/iowa/cascadestonebridge/little_cascadestonebridge_0370_1_2b_small.jpg https://historicbridges.org/iowa/cascadestonebridge/little_cascadestonebridge_0370_1_2b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/cascadestonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.781900,-91.099060
6379 Maryland Street Bridge Once nobody would have paid attention to a tiny pony truss like this, until fate turned it into the only highway truss bridge in the city. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.447440 -91.046690 Maryland Street Town Creek Louisiana Pike County, Missouri Missouri United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 0 1 0 0 1920 0 Unknown 4 6 32.2 9.81 33 10.06 11.5 3.51 https://historicbridges.org/missouri/marylandstreetbridge/little_marylandstreetbridge_3680_1_2v_small.jpg https://historicbridges.org/missouri/marylandstreetbridge/little_marylandstreetbridge_3680_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/marylandstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.447440,-91.046690
6380 North Street Footbridge North Street Sidewalk Bridge This simple footbridge appears to have railings and perhaps other parts salvaged from another bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. 39.421310 -89.460890 North Street (Sidewalk) Tributary to Bear Creek Morrisonville Christian County, Illinois Illinois United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 0 0 Illinois Steel Bridge Company of Jacksonville, Illinois 1 2 0 0 45 13.72 0 0 https://historicbridges.org/illinois/morrisonville/little_morrisonville_6295_small.jpg https://historicbridges.org/illinois/morrisonville/little_morrisonville_6295.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/morrisonville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.421310,-89.460890
6381 Lick Creek Railroad Bridge This rare multi-span lattice deck truss is a surprising find over this small creek. The technical description of the main or most noteworthy span of the bridge is a 123 ft (37.49 m) metal rivet-connected Lattice (Quadruple Warren) deck truss, fixed. The bridge was primarily built by Alden and Lassig Bridge and Iron Works of Chicago, Illinois. 39.699050 -89.761230 Railroad (Chicago and North Western Railroad) Lick Creek Rural Sangamon County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Deck Truss Fixed 0 3 Concrete Deck Girder Fixed 0 2 1883 1921 Alden and Lassig Bridge and Iron Works of Chicago, Illinois 8 9 123 37.49 425 129.54 0 0 https://historicbridges.org/illinois/lickcreekrr/little_lickcreekrr_6937_8_9f_small.jpg https://historicbridges.org/illinois/lickcreekrr/little_lickcreekrr_6937_8_9f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lickcreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.699050,-89.761230
6382 Sea Mountain Highway Bridge This bridge is one of two operable swing bridges in the area, and it retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 216 ft (65.84 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Unknown. 33.851790 -78.656350 Sea Mountain Highway (S-26-20, Old US-17) Intracoastal Waterway Little River Horry County, South Carolina South Carolina United States Metal Warren Rivet-Connected Through Truss Movable: Swing 0 1 Concrete T-Beam Fixed 0 1 1935 2006 Unknown 7 8 216 65.84 264 80.47 24.3 7.41 https://historicbridges.org/southcarolina/seamountainhwyswing/little_horrycountyseamountainhwyswing14_small.jpg https://historicbridges.org/southcarolina/seamountainhwyswing/little_horrycountyseamountainhwyswing14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/seamountainhwyswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.851790,-78.656350
6383 Dick Pond Road Bridge This bridge is one of two operable swing bridges in the area, and it retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 217 ft (66.14 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Unknown. 33.687310 -79.004550 Dick Pond Road (S-26-616) Intracoastal Waterway Socastee Horry County, South Carolina South Carolina United States Metal Warren Rivet-Connected Through Truss Movable: Swing 0 1 Concrete T-Beam Fixed 0 2 1935 0 Unknown 7 8 217 66.14 297 90.53 24.3 7.41 https://historicbridges.org/southcarolina/dickpondroadswing/little_horryctydickpondrdswing25_small.jpg https://historicbridges.org/southcarolina/dickpondroadswing/little_horryctydickpondrdswing25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/dickpondroadswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.687310,-79.004550
6384 Intracoastal Waterway Drawbridge This bridge was first designed to be able to carry a railroad track and a highway, making it a wide example of a plate girder bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 33.714570 -78.921680 Railroad (Carolina Southern Railroad) Intracoastal Waterway Myrtle Beach Horry County, South Carolina South Carolina United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1936 0 Unknown 7 7 107 32.61 360 109.73 33 10.06 https://historicbridges.org/southcarolina/intracoastalrrdrawbridge/little_horrycountyrrdrawbridge17_small.jpg https://historicbridges.org/southcarolina/intracoastalrrdrawbridge/little_horrycountyrrdrawbridge17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=southcarolina/intracoastalrrdrawbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.714570,-78.921680
6385 6th Street Bridge New Hanover County Bridge 33 This bridge is noted for its skew and as a good representative example of a riveted Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Des Moines Bridge and Iron Company of Des Moines, Iowa. 34.243780 -77.942900 6th Street Railroad (Abandoned Seaboard Coast Railroad) Wilmington New Hanover County, North Carolina North Carolina United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1911 1978 Des Moines Bridge and Iron Company of Des Moines, Iowa 6 7 142 43.28 150 45.72 17 5.18 https://historicbridges.org/northcarolina/harryfordenbridge/little_harryfordenbridge2_small.jpg https://historicbridges.org/northcarolina/harryfordenbridge/little_harryfordenbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/harryfordenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.243780,-77.942900
6386 Wrightsville Beach Bridge C. Heide Trask Memorial Bridge This is a large example of a plate girder bascule bridge and it is noted for its innovative machinery. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by L.O. Hopkins of Nashville, Tennessee. 34.218180 -77.812440 US-74 and US-76 (Eastwood Road) Intracoastal Waterway Wrightsville Beach Bridge New Hanover County, North Carolina North Carolina United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Concrete T-Beam Fixed 0 14 1956 0 Unknown L.O. Hopkins of Nashville, Tennessee 6 6 170 51.82 731 222.81 56.4 17.19 https://historicbridges.org/northcarolina/intracoastalbasculebridge/little_intracoastalbasculebridge10_small.jpg https://historicbridges.org/northcarolina/intracoastalbasculebridge/little_intracoastalbasculebridge10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/intracoastalbasculebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.218180,-77.812440
6387 Castle Hayne Road Bridge Smith's Creek Bridge Although it no longer operates for boats, this bridge remains a good example of a state-designed swing through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 172 ft (52.43 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by T.A. Loving and Company of Goldsboro, North Carolina. The bridge was primarily designed by North Carolina State Highway Commission. 34.258880 -77.938950 Castle Hayne Road (NC-2812, Old NC-133) Smith Creek Wilmington New Hanover County, North Carolina North Carolina United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 8 1 Concrete T-Beam Fixed 0 2 1930 1982 T.A. Loving and Company of Goldsboro, North Carolina North Carolina State Highway Commission 6 7 172 52.43 248 75.59 27.2 8.29 https://historicbridges.org/northcarolina/smithcreekbridge/little_smithcreekbridge18_small.jpg https://historicbridges.org/northcarolina/smithcreekbridge/little_smithcreekbridge18.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/smithcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.258880,-77.938950
6388 Cape Fear Memorial Bridge Although built in 1969, this bridge is significant as the only known vertical lift bridge in North Carolina. The technical description of the main or most noteworthy span of the bridge is a 408 ft (124.36 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Bowers Construction Company. 34.227730 -77.952420 US-76, US-421, and US-17 Cape Fear River Wilmington New Hanover County, North Carolina and Brunswick County, North Carolina North Carolina United States Metal Polygonal Warren Bolt-Connected Through Truss Movable: Vertical Lift Tower Drive 12 1 Metal Stringer (Multi-Beam) Fixed 0 32 1969 0 Bowers Construction Company 4 8 408 124.36 3033 924.46 56 17.07 https://historicbridges.org/northcarolina/capefearmemorialbridge/little_capefearmemorialbridge9_small.jpg https://historicbridges.org/northcarolina/capefearmemorialbridge/little_capefearmemorialbridge9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/capefearmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.227730,-77.952420
6389 Northeast Cape Fear River Railroad Bridge This abandoned bridge an example of a simple deck plate girder swing bridge, which also features fixed plate girder approach spans. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal deck girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 34.364140 -77.895720 Railroad (CSX, Nee Atlantic Coast Line) Northeast Cape Fear River Castle Hayne New Hanover County, North Carolina North Carolina United States Metal Deck Girder Movable: Swing Rim Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 5 5 135 41.15 0 0 10 3.05 https://historicbridges.org/northcarolina/necapefearriverbridge/little_necapefearriverbridgeswing5_small.jpg https://historicbridges.org/northcarolina/necapefearriverbridge/little_necapefearriverbridgeswing5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/necapefearriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.364140,-77.895720
6390 ! Michigan Avenue Railroad Overpass St. Charles Air Line Railroad Overpass This bridge is noted for its age, and for its use of decorative cast iron cladding and other ornamental details in its design. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.860820 -87.624010 Railroad (Canadian National, Former St. Charles Air Line) Michigan Avenue Chicago Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 3 0 0 1899 0 Unknown 7 7 55 16.76 96 29.26 0 0 https://historicbridges.org/illinois/michiganoverpass/little_michiganavenueoverpass_brg_1026_7_8v_small.jpg https://historicbridges.org/illinois/michiganoverpass/little_michiganavenueoverpass_brg_1026_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/michiganoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.860820,-87.624010
6391 Yellow Breeches Creek Railroad Bridge Leidighs Railroad Bridge This bridge is actually two separate superstructures sitting side by side. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Bethlehem Steel Bridge Corporation of Steelton, Pennsylvania. 40.144640 -77.091360 Railroad (Norfolk Southern) Yellow Breeches Creek Rural Cumberland County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1917 0 Bethlehem Steel Bridge Corporation of Steelton, Pennsylvania 7 7 120 36.58 120 36.58 0 0 https://historicbridges.org/pennsylvania/philareadingrrbridge/little_elaine_philreadingrrbridge53_small.jpg https://historicbridges.org/pennsylvania/philareadingrrbridge/little_elaine_philreadingrrbridge53.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/philareadingrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.144640,-77.091360
6392 Ridley Creek Plate Girder Railroad Bridge This through plate girder bridge is one of several railroad bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.853810 -75.346570 Railroad (Pennsylvania Railroad) Ridley Creek Eddystone and Chester Delaware County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 2 2 80 24.38 140 42.67 24 7.32 https://historicbridges.org/pennsylvania/ridleycreekprr/little_ridleycreekprr5_small.jpg https://historicbridges.org/pennsylvania/ridleycreekprr/little_ridleycreekprr5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridleycreekprr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.853810,-75.346570
6393 Ridley Creek Truss Railroad Bridge This abandoned bridge appears to be an older surviving railroad Pratt truss bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.854030 -75.346690 Railroad (Reading Railroad) Ridley Creek Eddystone and Chester Delaware County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 7 140 42.67 140 42.67 0 0 https://historicbridges.org/pennsylvania/ridleycreekrdgrrtruss/little_ridleycreekrdgrrtruss25_small.jpg https://historicbridges.org/pennsylvania/ridleycreekrdgrrtruss/little_ridleycreekrdgrrtruss25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridleycreekrdgrrtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.854030,-75.346690
6394 Chester Creek Railroad Bridge This bridge was originally built as a swing bridge, however it no longer operates for boats. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by A. Hunter. 39.843820 -75.359380 Railroad (CSX and Norfolk Southern) Chester Creek Chester Delaware County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 10 1 0 0 1907 0 American Bridge Company of New York, New York A. Hunter 7 7 160 48.77 160 48.77 0 0 https://historicbridges.org/pennsylvania/chestercreekprrtruss/little_chestercreekprrtruss14_small.jpg https://historicbridges.org/pennsylvania/chestercreekprrtruss/little_chestercreekprrtruss14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chestercreekprrtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.843820,-75.359380
6395 4th Street Bridge East 4th Street Bridge This slender concrete arch bridge features a decorative stone facing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Carl R. Camp of Philadelphia, Pennsylvania. The bridge was primarily designed by George Wright. 39.853450 -75.346340 4th Street Ridley Creek Eddystone and Chester Delaware County, Pennsylvania Pennsylvania United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Carl R. Camp of Philadelphia, Pennsylvania George Wright 5 5 140 42.67 140 42.67 36 10.97 https://historicbridges.org/pennsylvania/chester4thsteet/little_chester4thstreet7_small.jpg https://historicbridges.org/pennsylvania/chester4thsteet/little_chester4thstreet7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/chester4thsteet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.853450,-75.346340
6397 Lindbergh Bridge This bridge is an impressive concrete deck arch bridge with attractive ornamental details. The technical description of the main or most noteworthy span of the bridge is a 257 ft (78.33 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Carl R. Camp of Philadelphia, Pennsylvania. The bridge was primarily designed by George Wright. 39.933610 -75.290260 Marple Avenue Darby Creek Clifton Heights Delaware County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 1 Pre-Stressed Concrete Box Beam Fixed 0 2 1928 2000 Carl R. Camp of Philadelphia, Pennsylvania George Wright 7 7 257 78.33 394 120.09 30 9.14 https://historicbridges.org/pennsylvania/linberghbridge/little_lindberghbridge19_small.jpg https://historicbridges.org/pennsylvania/linberghbridge/little_lindberghbridge19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/linberghbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.933610,-75.290260
6398 Ironstone Creek Railroad Truss Bridge This is a traditional example of a riveted Pratt truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.324130 -75.648410 Railroad (Colebrookdale Railroad) Ironstone Creek Rural Berks County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1906 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 7 7 145 44.2 145 44.2 0 0 https://historicbridges.org/pennsylvania/ironstonecreektruss/little_ironstonecreektruss16_small.jpg https://historicbridges.org/pennsylvania/ironstonecreektruss/little_ironstonecreektruss16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironstonecreektruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.324130,-75.648410
6399 Homeville Road Viaduct This bridge is a good example of a mid-20th century deck truss viaduct. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.372370 -79.873200 Homeville Road Thompson Run, Grant Avenue Extension, and Railroad (Union Railroad) West Mifflin Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Deck Girder Fixed 0 7 1954 2015 Unknown 6 6 215 65.53 779 237.44 26 7.92 https://historicbridges.org/pennsylvania/homevilleviaduct/little_day5homevilleviaduct5370_small.jpg https://historicbridges.org/pennsylvania/homevilleviaduct/little_day5homevilleviaduct5370.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/homevilleviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.372370,-79.873200
6400 3rd Street Bridge Dr. George S. Smith Bridge This bridge is noted as a product of famous engineer Daniel Luten, and its alterations actually embody the design intent of Luten. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. The bridge was primarily designed by Daniel Luten. 40.686810 -75.208290 3rd Street Lehigh River Easton Northampton County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1912 1991 Luten Bridge Company of York, Pennsylvania Daniel Luten 6 6 100 30.48 300 91.44 76 23.16 https://historicbridges.org/pennsylvania/3rdstreeteaston/little_3rdstreeteaston4767_small.jpg https://historicbridges.org/pennsylvania/3rdstreeteaston/little_3rdstreeteaston4767.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/3rdstreeteaston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.686810,-75.208290
6401 Lehigh River 3rd Street Railroad Bridge This railroad viaduct contains a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.686950 -75.208680 Railroad (Black River and Western Railroad) Lehigh River and 3rd Street Easton Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Pratt Pin-Connected Deck Truss Fixed 0 0 1897 1903 Phoenix Bridge Company of Phoenixville, Pennsylvania 7 7 185 56.39 975 297.18 0 0 https://historicbridges.org/pennsylvania/3rdstreetrreaston/little_3rdstreetrreaston4800_small.jpg https://historicbridges.org/pennsylvania/3rdstreetrreaston/little_3rdstreetrreaston4800.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/3rdstreetrreaston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.686950,-75.208680
6402 Easton and Northern Railroad Lehigh River Bridge This is an uncommon and impressive pin-connected railroad deck truss that is also noted for its curve and skewed spans. The technical description of the main or most noteworthy span of the bridge is a 215.2 ft (65.59 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. The bridge was primarily designed by F. E. Schall. 40.684150 -75.219250 Railroad (Abandoned Lehigh Valley Railway) Lehigh River, Lehigh Canal, and Various Railroad and Roads Easton Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Deck Truss Fixed 0 6 Metal Pratt Pin-Connected Through Truss Fixed 7 16 1899 0 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York F. E. Schall 8 8 215.2 65.59 2121 646.48 0 0 https://historicbridges.org/pennsylvania/lehighriverrreaston/little_lehighriverrreaston5095_6_7_small.jpg https://historicbridges.org/pennsylvania/lehighriverrreaston/little_lehighriverrreaston5131_2_3b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighriverrreaston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.684150,-75.219250
6403 Opossum Road Bridge This is a very old surviving example of a stone arch bridge, and one of the two oldest in the county. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.415870 -74.663900 Opossum Road Bedens Brook Rural Somerset County, New Jersey New Jersey United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1822 2002 Unknown 7 7 23 7.01 48 14.63 11.5 3.51 https://historicbridges.org/newjersey/opossumroad/little_opossumroad3103_small.jpg https://historicbridges.org/newjersey/opossumroad/little_opossumroad3103.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/opossumroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.415870,-74.663900
6404 Paulins Kill Viaduct This enormous and early large-scale concrete railroad bridge is nevertheless well hidden in a thickly wooded area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by John Goll and Company of Philadelphia, Pennsylvania and Reiter, Curtis and Hill of Philadelphia, Pennsylvania. The bridge was primarily designed by Lincoln Bush. 40.948030 -75.061300 Railroad (Abandoned Delaware Lackawanna and Western Railroad) Paulins Kill and Station Road Rural Warren County, New Jersey New Jersey United States Concrete Open Spandrel Deck Arch Fixed 0 7 0 0 1910 0 John Goll and Company of Philadelphia, Pennsylvania and Reiter, Curtis and Hill of Philadelphia, Pennsylvania Lincoln Bush 7 7 120 36.58 1100 335.28 0 0 https://historicbridges.org/newjersey/paulinskillviaduct/little_paulinskillviaduct3146_7_8_small.jpg https://historicbridges.org/newjersey/paulinskillviaduct/little_paulinskillviaduct3146_7_8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/paulinskillviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.948030,-75.061300
6405 Taylor Iron and Steel Company Bridge This bridge may be one of the oldest polygonal Warren truss bridges in the entire country. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.669170 -74.887510 Pedestrian Walkway (Taylor Steel Workers Historical Greenway) South Branch Raritan River High Bridge Hunterdon County, New Jersey New Jersey United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newjersey/tayloriron/little_tayloriron3928_small.jpg https://historicbridges.org/newjersey/tayloriron/little_tayloriron3928.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/tayloriron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669170,-74.887510
6406 Taylor Iron and Steel Company Railroad Bridge This is a traditional riveted railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.669500 -74.887550 Railroad (Abandoned) South Branch Raritan River High Bridge Hunterdon County, New Jersey New Jersey United States Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/newjersey/taylorironrr/little_taylorironrr3967_8_9f_small.jpg https://historicbridges.org/newjersey/taylorironrr/little_taylorironrr3967_8_9f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/taylorironrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669500,-74.887550
6407 Victoria Creek Footbridge This unusual curved chord through riveted plate girder appears to have been built from salvaged materials. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Unknown. 44.850019 -85.793103 Kasson Street (CR-651) Sidewalk Victoria Creek Cedar Leelanau County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 6 6 61 18.59 61 18.59 6 1.83 https://historicbridges.org/michigan/cedarleeland/little_20160705_094849_small.jpg https://historicbridges.org/michigan/cedarleeland/little_20160705_094849.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cedarleeland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.850019,-85.793103
6408 Long-Allen Bridge Morgan City Bridge Among the longest simple span trusses in America, this is the longest known K-truss span by far and one of the most significant historic bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 607.7 ft (185.23 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Louisiana Highway Commission and Norman E. Lant. 29.696630 -91.214300 LA-182 (Old US-90, Brashear Avenue) Atchafalaya River (Berwick Bay) Berwick and Morgan City St. Mary Parish, Louisiana Louisiana United States Metal K-Parker Rivet-Connected Through Truss Fixed 0 3 Concrete T-Beam Fixed 16 42 1933 0 Mount Vernon Bridge Company of Mount Vernon, Ohio Louisiana Highway Commission and Norman E. Lant 10 10 607.7 185.23 3745 1141.48 24 7.32 https://historicbridges.org/louisiana/morgancitylongallen/little_morgancitylongallen_brg_9288_small.jpg https://historicbridges.org/louisiana/morgancitylongallen/little_morgancitylongallen_brg_9288.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/morgancitylongallen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.696630,-91.214300
6409 Rainbow Bridge Port Arthur - Orange Bridge One of the earliest arch-cantilever style truss bridges, this unique bridge was designed to withstand hurricane winds leading to unique design details. The technical description of the main or most noteworthy span of the bridge is a 680 ft (207.26 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Taylor-Fichter Steel Construction Company of New York, New York and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 29.980510 -93.871270 TX-87 Southbound Neches River Port Arthur Jefferson County, Texas and Orange County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever (Arched) 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 58 1938 1997 Taylor-Fichter Steel Construction Company of New York, New York and Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Ash, Howard, Needles, and Tammen of New York, New York 9 10 680 207.26 7752 2362.81 28 8.53 https://historicbridges.org/texas/rainbowbridge/little_rainbowbridge_brg_5481_2_3vib_small.jpg https://historicbridges.org/texas/rainbowbridge/little_img_rainbowbridge_0713.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rainbowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.980510,-93.871270
6410 Mosgrove Railroad Bridge This spectacular bridge features some of the longest pin-connected deck truss spans in the country. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal pin-connected Baltimore deck truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 40.870169 -79.480628 Railroad (Buffalo, Rochester and Pittsburgh Railroad) Allegheny River and Various Roads West Mosgrove Armstrong County, Pennsylvania Pennsylvania United States Metal Baltimore Pin-Connected Deck Truss Fixed 18 4 Metal Deck Girder Fixed 0 4 1899 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 9 450 137.16 1680 512.06 16 4.88 https://historicbridges.org/pennsylvania/alleghenyriverrailroaddecktruss/little_alleghenyriverrailroaddecktruss_8788_89_90vr_small.jpg https://historicbridges.org/pennsylvania/alleghenyriverrailroaddecktruss/little_alleghenyriverrailroaddecktruss_8788_89_90vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/alleghenyriverrailroaddecktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.870169,-79.480628
6411 Clairton Coke Works Bridge Union Railroad Clairton Bridge This massive bridge is noted for its very long 500 foot main span, and also its design which anticipated an upper deck in addition to the lower deck. The technical description of the main or most noteworthy span of the bridge is a 498 ft (151.79 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Albert Lucius of New York, New York. 40.294462 -79.866837 Railroad (Abandoned Union Railroad) Monongahela River Clairton Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 Metal Through Girder Fixed 0 6 1903 0 American Bridge Company of New York, New York Albert Lucius of New York, New York 9 9 498 151.79 1154 351.74 28 8.53 https://historicbridges.org/pennsylvania/clairtonmonongahelariverrailroadbridge/little_clairtonmonongahelariverrailroadbridge_2800_small.jpg https://historicbridges.org/pennsylvania/clairtonmonongahelariverrailroadbridge/little_clairtonmonongahelariverrailroadbridge_2800.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtonmonongahelariverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.294462,-79.866837
6412 Freeport Railroad Bridge This bridge is noted for its impressive Pennsylvania through truss main span. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.677200 -79.670950 Railroad (Norfolk Southern) Allegheny River Freeport Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 18 1 Metal Parker Pin-Connected Through Truss Fixed 0 5 0 0 Unknown 8 8 440 134.11 1104 336.5 25 7.62 https://historicbridges.org/pennsylvania/alleghenyriverrailroadfreeport/little_alleghenyriverrailroadfreeport_0382_3_4vr_small.jpg https://historicbridges.org/pennsylvania/alleghenyriverrailroadfreeport/little_alleghenyriverrailroadfreeport_0382_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/alleghenyriverrailroadfreeport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.677200,-79.670950
6413 Kiskiminetas Junction Railroad Bridge This multiple span pin-connected through truss makes a beautiful gateway at the mouth of the Kiskiminetas River. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 40.679060 -79.665560 Railroad (Kiski Junction Railroad) Kiskiminetas River Rural Armstrong County, Pennsylvania and Westmoreland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 3 0 0 1899 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 7 235 71.63 710 216.41 11 3.35 https://historicbridges.org/pennsylvania/kiskiminetasriverrailroadbridge/little_kiskiminetasriverrailroadbridge_1126_small.jpg https://historicbridges.org/pennsylvania/kiskiminetasriverrailroadbridge/little_kiskiminetasriverrailroadbridge_0721_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kiskiminetasriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.679060,-79.665560
6414 West Brownsville Junction Railroad Bridge This railroad bridge is noted for the length of its main span, which makes for a very impressive truss of which few remain on this river. The technical description of the main or most noteworthy span of the bridge is a 401 ft (122.22 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 40.033852 -79.876304 Railroad (Norfolk Southern) Monongahela River Rural Fayette County, Pennsylvania and Washington County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 16 1 0 0 1912 0 Pennsylvania Steel Company of Steelton, Pennsylvania 8 8 401 122.22 800 243.84 25 7.62 https://historicbridges.org/pennsylvania/westbrownsvillejunctionbridge/little_westbrownsvillejunctionbridge_2443_small.jpg https://historicbridges.org/pennsylvania/westbrownsvillejunctionbridge/little_westbrownsvillejunctionbridge_2443.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westbrownsvillejunctionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.033852,-79.876304
6415 Buffalo and Pittsburgh Allegheny River Railroad Bridge Templeton Bridge This large, beautiful through truss bridge is located on a very rural and highly scenic portion of the Allegheny River. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.932872 -79.463970 Railroad (Buffalo and Pittsburgh) Allegheny River Rural Armstrong County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 Metal Parker Pin-Connected Through Truss Fixed 9 3 1911 0 American Bridge Company of New York, New York 8 8 400 121.92 1112 338.94 13 3.96 https://historicbridges.org/pennsylvania/alleghenyriverrailroadthrutruss/little_alleghenyriverrailroadthrutruss_9685_small.jpg https://historicbridges.org/pennsylvania/alleghenyriverrailroadthrutruss/little_alleghenyriverrailroadthrutruss_9376.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/alleghenyriverrailroadthrutruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.932872,-79.463970
6416 Walkway over the Hudson Poughkeepsie Railroad Bridge This massive and ancient cantilever truss bridge is one of the most important historic bridges in the country, and has been beautifully converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 548 ft (167.03 m) metal cantilever pin-connected Warren deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. 41.710694 -73.944580 Railroad (Walkway over the Hudson, Hudson Valley Rail-Trail) Hudson River and Various Streets and Railroads Poughkeepsie and Highland Dutchess County, New York and Ulster County, New York New York United States Metal Warren Pin-Connected Deck Truss Fixed 18 Cantilever 7 Metal Warren Pin-Connected Deck Truss Fixed 0 35 1888 2009 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York 10 10 548 167.03 6767 2062.58 35 10.67 https://historicbridges.org/newyork/poughkeepsierailroad/little_poughkeepsierailroad_5064_5_6vib_small.jpg https://historicbridges.org/newyork/poughkeepsierailroad/little_poughkeepsierailroad_5064_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/poughkeepsierailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.710694,-73.944580
6417 Mid-Hudson Bridge Franklin Delano Roosevelt Mid-Hudson Bridge Designed by famous engineer Ralph Modjeski, this amazingly beautiful bridge is noted for its unique tower design and its location over the scenic Hudson River. The technical description of the main or most noteworthy span of the bridge is a 1495 ft (455.68 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Ralph Modjeski and Daniel E. Moran. 41.702960 -73.945953 US-44 and NY-55 Hudson River and Various Streets and Railroads Poughkeepsie and Highland Dutchess County, New York and Ulster County, New York New York United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Solid Ribbed Spandrel Braced Deck Arch 0 18 1930 1989 American Bridge Company of New York, New York Ralph Modjeski and Daniel E. Moran 9 10 1495 455.68 4201 1280.46 30.8 9.39 https://historicbridges.org/newyork/midhudson/little_midhudson_4380_1_2vib_small.jpg https://historicbridges.org/newyork/midhudson/little_midhudson_4380_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/midhudson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.702960,-73.945953
6418 Crescent City Connection Bridge (Original/Eastbound Span) Greater New Orleans Bridge Paired with a modern cantilever truss bridge, this enormous historic bridge is noted for its very long main span length, and is an icon for the city. The technical description of the main or most noteworthy span of the bridge is a 1575 ft (480.06 m) metal cantilever multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Modjeski and Masters. 29.937856 -90.056761 US-90 Business (Eastbound) Mississippi River and Various Roads and Railroads New Orleans Orleans Parish, Louisiana and Jefferson Parish, Louisiana Louisiana United States Metal Warren Multiple-Type-Connected Through Truss Fixed 32 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 10 0 1958 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Modjeski and Masters 8 9 1575 480.06 13428 4092.85 52 15.85 https://historicbridges.org/louisiana/greaterneworleansbridge/little_greaterneworleansbridge_brg_5697_small.jpg https://historicbridges.org/louisiana/greaterneworleansbridge/little_greaterneworleansbridge_brg_5697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/greaterneworleansbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.937856,-90.056761
6419 Huey P. Long Bridge Huey P. Long Jefferson Parish Bridge This massive bridge has been widened with the addition of two truss lines, but remains a significant example of a large scale combined highway and railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 790 ft (240.79 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania and American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. 29.944073 -90.168728 US-90 and Railroad (New Orleans Public Belt Railroad) Mississippi River and Various Roads Bridge City and Elmwood Jefferson Parish, Louisiana Louisiana United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 22 Cantilever 3 Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 0 1935 2013 McClintic-Marshall Company of Pittsburgh, Pennsylvania and American Bridge Company of New York, New York Modjeski and Masters 8 9 790 240.79 22996 7009.18 84 25.6 https://historicbridges.org/louisiana/hueyplongneworleans/little_img_hueyplongneworleans_0497_small.jpg https://historicbridges.org/louisiana/hueyplongneworleans/little_img_hueyplongneworleans_0497.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/hueyplongneworleans/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.944073,-90.168728
6420 Plemons Bridge This extremely long 30 span pony truss is located in a scenic setting and is noted for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. Special note about bridge location: Use care if using a GPS to navigate to this bridge. Do NOT attempt to approach this bridge from Plemons Road south of the bridge as it is gated off and closed. Do NOT attempt to use TX-119 to reach the bridge as this road goes into the Conoco Phillips property and is closed to the public. Approach using Plemons Road from the north, or from the south using Farm to Market 280, although note it turns into gravel road CR-V before reaching the bridge. 35.747184 -101.347026 Plemons Road (CR-225) Canadian River Rural Hutchinson County, Texas Texas United States Use care if using a GPS to navigate to this bridge. Do NOT attempt to approach this bridge from Plemons Road south of the bridge as it is gated off and closed. Do NOT attempt to use TX-119 to reach the bridge as this road goes into the Conoco Phillips property and is closed to the public. Approach using Plemons Road from the north, or from the south using Farm to Market 280, although note it turns into gravel road CR-V before reaching the bridge. Metal Warren Multiple-Type-Connected Pony Truss Fixed 5 30 0 4 1926 0 Austin Bridge Company of Dallas, Texas 8 10 80 24.38 2471 753.16 15.4 4.69 https://historicbridges.org/texas/plemonsroadbridge/little_plemonsroadbridge_1066_small.jpg https://historicbridges.org/texas/plemonsroadbridge/little_plemonsroadbridge_1066.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/plemonsroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.747184,-101.347026
6421 Junction Bridge This bridge is composed of many spans, divided into several continuous units, with the main spans featuring a slightly curved top chord. The technical description of the main or most noteworthy span of the bridge is a 189 ft (57.61 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Central Bitulithic Construction Company of Dallas, Texas. The bridge was primarily designed by Texas Highway Department. 30.487099 -99.762128 Loop 481 (Main Street) South Llano River Junction Kimble County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 Continuous 3 Metal Warren Rivet-Connected Through Truss Fixed 6 Continuous 7 1937 0 Central Bitulithic Construction Company of Dallas, Texas Texas Highway Department 8 8 189 57.61 1342 409.04 25 7.62 https://historicbridges.org/texas/junctionbridge/little_junctionbridge_9870_small.jpg https://historicbridges.org/texas/junctionbridge/little_junctionbridge_9870.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/junctionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.487099,-99.762128
6422 Pont de Grand-Mère (Grand-Mère Bridge) This suspension bridge has a distinctive appearance due to its low-level crossing of this river, and was noted as the first suspension bridge to use prestresssed rope strand cable. The technical description of the main or most noteworthy span of the bridge is a 950 ft (289.56 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario and Fraser, Brace and Company, Limited. The bridge was primarily designed by Robinson and Steinman of New York, New York, and Philip Louis Pratley. 46.619897 -72.676738 QC-153 Rivière Saint-Maurice Grand-Mère (Shawinigan) Mauricie, Québec Québec Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Girder Fixed 0 1 1929 0 Canadian Bridge Company of Walkerville, Ontario and Fraser, Brace and Company, Limited Robinson and Steinman of New York, New York, and Philip Louis Pratley 9 10 950 289.56 1102 335.89 26 7.92 https://historicbridges.org/quebec/grandmere/little_grandmere_3278_79_80vaa_small.jpg https://historicbridges.org/quebec/grandmere/little_grandmere_3278_79_80vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/grandmere/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.619897,-72.676738
6423 ! Pont de l'Île-d'Orléans (Île d'Orléans Bridge) Pont de l'Île This iconic heritage landmark was the first all-Canadian built long-span suspension bridge, and now the only remaining unaltered, example of a distinctive design of suspension bridge built in Canada. The technical description of the main or most noteworthy span of the bridge is a 1059 ft (322.78 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley). 46.879514 -71.134341 QC-368 St. Lawrence River (Fleuve Saint-Laurent) (North Channel) Quebec City (Ville de Québec) and Saint-Pierre-de-l'Île-d'Orléans Capitale-Nationale, Québec Québec Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 35 1935 0 Dominion Bridge Company of Montréal, Québec Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) 10 10 1059 322.78 5700 1737.36 0 0 https://historicbridges.org/quebec/iledorleans/little_iledorleans_3740_1_2raa_small.jpg https://historicbridges.org/quebec/iledorleans/little_iledorleans_3740_1_2raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/iledorleans/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.879514,-71.134341
6424 Pont de Shannon (Shannon Bridge) Pont Gosford (Gosford Bridge) Preserved for pedestrian use, this ancient iron bridge is one of the only known truss bridges in Canada with the rare Phoenix columns and the oldest bridge in the region. The technical description of the main or most noteworthy span of the bridge is a 126.5 ft (38.56 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania). 46.893320 -71.525220 Pedestrian Walkway Rivière Jacques-Cartier Shannon Capitale-Nationale, Québec Québec Canada Metal Pratt Pin-Connected Deck Truss Fixed 7 2 Metal Warren Rivet-Connected Deck Truss Fixed 8 6 1880 0 Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania) 10 10 126.5 38.56 509.8 155.39 0 0 https://historicbridges.org/quebec/shannon/little_shannon_5357_small.jpg https://historicbridges.org/quebec/shannon/little_shannon_5357.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/shannon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.893320,-71.525220
6425 Pont Jacques-Cartier (Jacques-Cartier Bridge) Pont du Havre (Harbor Bridge) This massive, iconic bridge with its rare K-truss cantilever span is one of the most complex and impressive bridges in all of Canada. The technical description of the main or most noteworthy span of the bridge is a 1096 ft (334.06 m) metal cantilever rivet-connected K-Truss through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) and Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 45.521830 -73.541779 QC-134 St. Lawrence River (Fleuve Saint-Laurent) and South Shore Canal (Canal de la Rive Sud) and Various Roads Montréal and Longueuil Montréal, Québec and Montérégie, Québec Québec Canada Metal K-Truss Rivet-Connected Through Truss Fixed 40 Cantilever 3 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 46 1930 0 Dominion Bridge Company of Montréal, Québec Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) and Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 10 10 1096 334.06 8940 2724.91 64 19.51 https://historicbridges.org/quebec/cartier/little_cartier_2035aa_small.jpg https://historicbridges.org/quebec/cartier/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/cartier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.521830,-73.541779
6426 Green Road North Channel Bridge This abandoned bridge is noted for its unusual portal bracing that also includes portal cresting. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Please note that this bridge is on private property and not open to the public. 42.031868 -85.359942 Green Road Nottawa Creek (Nottawassepee River) (North Channel) Rural St. Joseph County, Michigan Michigan United States Please note that this bridge is on private property and not open to the public. Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 8 90 27.43 90 27.43 0 0 https://historicbridges.org/michigan/greenroadthrough/little_rickmcomber-agreenthru_small.jpg https://historicbridges.org/michigan/greenroadthrough/little_rickmcomber-agreenthru.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenroadthrough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.031868,-85.359942
6427 Green Road South Channel Bridge This abandoned truss bridge is noted for its lack of alteration and its small span length of about 30 feet. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Please note that this bridge is on private property and not open to the public. 42.030705 -85.359395 Green Road Nottawa Creek (Nottawassepee River) (South Channel) Rural St. Joseph County, Michigan Michigan United States Please note that this bridge is on private property and not open to the public. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Unknown 7 7 30 9.14 30 9.14 0 0 https://historicbridges.org/michigan/greenroadpony/little_rickmcomber-agreen1_small.jpg https://historicbridges.org/michigan/greenroadpony/little_rickmcomber-agreen1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/greenroadpony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.030705,-85.359395
6428 Overton Bridge Approach Span Baby Bowstring Bridge, Washington County Bridge 120 This rare relocated bowstring truss span is the shortest known iron bowstring span in America! The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: The bridge is visible from the nearby public road, but please respect the privacy of the owners who spent a lot of money to preserve this historic bridge and note that the bridge itself is private property. 41.184324 -85.763248 Private Walkway Pond Rural Kosciusko County, Indiana Indiana United States The bridge is visible from the nearby public road, but please respect the privacy of the owners who spent a lot of money to preserve this historic bridge and note that the bridge itself is private property. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 2 1 0 0 1885 0 King Bridge Company of Cleveland, Ohio 9 9 25 7.62 26 7.92 12 3.66 https://historicbridges.org/indiana/babybowstring/little_babybowstring_3701a_small.jpg https://historicbridges.org/indiana/babybowstring/little_babybowstring_3701a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/babybowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.184324,-85.763248
6429 Gordon Lake Bridge 1 Oscar Park Bridge 1 One of only a few bowstring bridges in Texas, this is the oldest and most significant of the several relocated historic bridges that grace this park. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 33.965080 -98.669540 Gordon Lake Loop Gordon Lake Iowa Park Wichita County, Texas Texas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 10 75 22.86 75 22.86 0 0 https://historicbridges.org/texas/gordonlake1/little_gordonlake1_8191_small.jpg https://historicbridges.org/texas/gordonlake1/little_gordonlake1_8191.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.965080,-98.669540
6430 Gordon Lake Bridge 2 Oscar Park Bridge 2 This short riveted Warren pony truss is one of several relocated historic bridges that grace this park. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 33.959882 -98.669009 Gordon Lake Loop Gordon Lake Iowa Park Wichita County, Texas Texas United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 50 15.24 50 15.24 0 0 https://historicbridges.org/texas/gordonlake2/little_gordonlake2_8287_small.jpg https://historicbridges.org/texas/gordonlake2/little_gordonlake2_8287.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.959882,-98.669009
6431 Gordon Lake Bridge 3 Oscar Park Bridge 3 This short field bolted Warren pony truss is one of several relocated historic bridges that grace this park. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 33.960282 -98.664742 Pedestrian Walkway Gordon Lake Spillway Iowa Park Wichita County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 60 18.29 60 18.29 0 0 https://historicbridges.org/texas/gordonlake3/little_gordonlake3_8446_small.jpg https://historicbridges.org/texas/gordonlake3/little_gordonlake3_8446.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.960282,-98.664742
6432 Gordon Lake Bridge 4 Oscar Park Bridge 4 This riveted Warren pony truss is one of several relocated historic bridges that grace this park, and is the longest spanning bridge in the park. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 33.961486 -98.664905 Gordon Lake Loop Gordon Lake Spillway Iowa Park Wichita County, Texas Texas United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 70 21.34 70 21.34 0 0 https://historicbridges.org/texas/gordonlake4/little_gordonlake4_8680_small.jpg https://historicbridges.org/texas/gordonlake4/little_gordonlake4_8680.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gordonlake4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.961486,-98.664905
6433 Arrigoni Bridge Middletown-Portland Bridge This beautiful arch bridge was designed by a prominent engineering firm and is a landmark for the region. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Robinson and Steinman of New York, New York and William G. Grove. 41.569282 -72.648625 CT-66 and CT-17 (Main Street) Connecticut River and Various Roads and Railroad Middletown Middlesex County, Connecticut Connecticut United States Metal Braced Ribbed Tied Through Arch Fixed 0 2 Metal Deck Girder Fixed 0 28 1938 1994 Bethlehem Steel Company of Bethlehem, Pennsylvania Robinson and Steinman of New York, New York and William G. Grove 8 9 600 182.88 3428 1044.85 45 13.72 https://historicbridges.org/connecticut/arrigonibridge/little_arrigonibridge_0672_small.jpg https://historicbridges.org/connecticut/arrigonibridge/little_arrigonibridge_0672.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/arrigonibridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.569282,-72.648625
6434 East Haddam Bridge This is one of the most visually impressive swing bridges in the country, with its large swing span paired with an impressive fixed through truss span. The technical description of the main or most noteworthy span of the bridge is a 460 ft (140.21 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Alfred P. Boller of Philadelphia, Pennsylvania (Boller, Hodge, and Baird). 41.451692 -72.464476 CT-82 Connecticut River East Haddam Middlesex County, Connecticut Connecticut United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pennsylvania Rivet-Connected Through Truss Fixed 0 2 1913 1999 American Bridge Company of New York, New York Alfred P. Boller of Philadelphia, Pennsylvania (Boller, Hodge, and Baird) 8 9 460 140.21 885 269.75 24.6 7.5 https://historicbridges.org/connecticut/easthaddambridge/little_easthaddambridge_1689_small.jpg https://historicbridges.org/connecticut/easthaddambridge/little_easthaddambridge_1707.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/easthaddambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451692,-72.464476
6435 Jackson Street Bridge This bridge is noted for being built by an important New Jersey company, and also for its skewed design. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. 40.218249 -74.762964 Jackson Street (Pedestrian Walkway) Assupink Creek Trenton Mercer County, New Jersey New Jersey United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1888 0 New Jersey Steel and Iron Company of Trenton, New Jersey 7 7 125 38.1 125 38.1 22 6.71 https://historicbridges.org/newjersey/jacksonstreetbridge/little_jacksonstreetbridge_3411_2_3vib_small.jpg https://historicbridges.org/newjersey/jacksonstreetbridge/little_jacksonstreetbridge_3411_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/jacksonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.218249,-74.762964
6436 Montgomery Street Bridge This stone arch bridge is one of the only known bridges in the country to feature cast iron railings. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Elliptical deck arch, fixed. The bridge was primarily built by John. H. Silvers and James D. Field. The bridge was primarily designed by Robert P. Gallagher. 40.218263 -74.761553 Montgomery Street (Pedestrian Walkway) Assupink Creek Trenton Mercer County, New Jersey New Jersey United States Stone Elliptical Deck Arch Fixed 0 1 0 0 1873 1950 John. H. Silvers and James D. Field Robert P. Gallagher 8 8 28 8.53 59 17.98 32.8 10 https://historicbridges.org/newjersey/montgomerystreetbridge/little_montgomerystreetbridge_3474_5_6vr_small.jpg https://historicbridges.org/newjersey/montgomerystreetbridge/little_montgomerystreetbridge_3474_5_6vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/montgomerystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.218263,-74.761553
6437 Dingman's Ferry Bridge This extremely rare Phoenix column Baltimore truss is also unusual because it is a privately owned toll highway bridge. The technical description of the main or most noteworthy span of the bridge is a 182 ft (55.47 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 41.220081 -74.859339 Bethany and Dingmans Choice Turnpike (CR-560, PA-739) Delaware River Rural Sussex County, New Jersey and Pike County, Pennsylvania New Jersey and Pennsylvania United States Metal Baltimore Pin-Connected Through Truss Fixed 10 3 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 8 8 182 55.47 547 166.73 17.4 5.3 https://historicbridges.org/pennsylvania/dingmansferrybridge/little_dingmansferrybridge_7171_2_3vr_small.jpg https://historicbridges.org/pennsylvania/dingmansferrybridge/little_dingmansferrybridge_7171_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dingmansferrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.220081,-74.859339
6438 South Clinton Avenue Bridge This bridge is noted for its rare skewed Whipple truss main span, but is also paired with a historic 1869 stone arch span as well. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 40.217750 -74.754820 South Clinton Avenue Railroad (Amtrak, Northeast Corridor) and Assunpink Creek Trenton Mercer County, New Jersey New Jersey United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 Stone Semicircular Deck Arch Fixed 0 1 1891 1983 Unknown 8 8 115 35.05 226 68.88 24 7.32 https://historicbridges.org/newjersey/southclintonavenuebridge/little_southclintonavenuebridge_2874_5_6vib_small.jpg https://historicbridges.org/newjersey/southclintonavenuebridge/little_southclintonavenuebridge_2874_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/southclintonavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.217750,-74.754820
6439 Goldens Bridge Bridge L-158 This is a rare early example of a Whipple truss with Phoenix columns, and it was moved here in the early 20th century from a bigger bridge in Kingston, New York. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania). 41.296396 -73.682690 Railroad (Abandoned New York Central) Croton River Rural Westchester County, New York New York United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 1 0 0 1883 1904 Clarke, Reeves and Company of Philadelphia, Pennsylvania (Phoenix Bridge Company of Phoenixville, Pennsylvania) 9 10 163 49.68 163 49.68 16 4.88 https://historicbridges.org/newyork/goldensbridge/little_goldensbridge_6613_small.jpg https://historicbridges.org/newyork/goldensbridge/little_goldensbridge_6613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/goldensbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.296396,-73.682690
6440 AMVETS Memorial Bridge This is a gorgeous through arch bridge with enormous decorative concrete structures at each end over the abutments.  The technical description of the main or most noteworthy span of the bridge is a 750 ft (228.6 m) metal three-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Howard C. Baird of New York, New York. 41.237707 -73.812858 Taconic State Parkway (Northbound) (NY-987G) New Croton Reservoir Rural Westchester County, New York New York United States Metal Braced Ribbed Three-Hinged Through Arch Fixed 0 1 Concrete Rigid-Frame Fixed 0 2 1931 2012 Mount Vernon Bridge Company of Mount Vernon, Ohio Howard C. Baird of New York, New York 7 8 750 228.6 782 238.35 40 12.19 https://historicbridges.org/newyork/amvetsmemorialbridge/little_amvetsmemorialbridge_8794_small.jpg https://historicbridges.org/newyork/amvetsmemorialbridge/little_amvetsmemorialbridge_8794.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/amvetsmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.237707,-73.812858
6441 Gate House Bridge This bridge has a large and impressive through truss span complimented by a unique, beautiful arched plate girder span. The technical description of the main or most noteworthy span of the bridge is a 396 ft (120.7 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Albert Lucius of New York, New York. 41.233854 -73.801810 Croton Dam Road New Croton Reservoir Rural Westchester County, New York New York United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 1 Metal Through Girder Fixed 0 1 1904 0 American Bridge Company of New York, New York Albert Lucius of New York, New York 8 8 396 120.7 535 163.07 20.3 6.19 https://historicbridges.org/newyork/gatehousebridge/little_gatehousebridge_8644_small.jpg https://historicbridges.org/newyork/gatehousebridge/little_gatehousebridge_8644.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gatehousebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.233854,-73.801810
6442 ! Lakeside Road Bridge This bridge is a rare example of a small-scale deck arch bridge and is complimented by handsome railing and abutments. The technical description of the main or most noteworthy span of the bridge is a 102.7 ft (31.3 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Unknown. 41.261900 -73.684032 Lakeside Road Muscoot Reservoir Katonah Westchester County, New York New York United States Metal Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 0 1 0 0 1904 0 Unknown 7 7 102.7 31.3 106 32.31 19 5.79 https://historicbridges.org/newyork/katonah/little_katonah_7150_1_2vib_small.jpg https://historicbridges.org/newyork/katonah/little_katonah_7150_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/katonah/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.261900,-73.684032
6643 Magnolia Bridge Harding Drive Bridge, Cabrini Bridge This is among the oldest surviving highway swing bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal pin-connected Pratt through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. 29.980991 -90.088731 Pedestrian Walkway (Harding Drive) Bayou St. John New Orleans Orleans Parish, Louisiana Louisiana United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Bearing Center Pier 9 1 0 0 1886 2019 Smith Bridge Company of Toledo, Ohio 9 10 137 41.76 137 41.76 13 3.96 https://historicbridges.org/louisiana/magnoliabridge/little_magnoliabridge_brg_5035_small.jpg https://historicbridges.org/louisiana/magnoliabridge/little_magnoliabridge_brg_5035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/magnoliabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.980991,-90.088731
6644 Putnam Railroad Bridge North County Trailway Bridge This former railroad bridge has a spectacular through truss main span and has become a centerpiece of a rail-trail in the area. The technical description of the main or most noteworthy span of the bridge is a 384 ft (117.04 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by New York Central Railroad Forces. The bridge was primarily designed by Olaf Hoff of New York, New York. 41.226915 -73.776994 Railroad (North County Trailway Rail-Trail) New Croton Reservoir Rural Westchester County, New York New York United States Metal Baltimore Pin-Connected Through Truss Fixed 18 1 Concrete Closed Spandrel Deck Arch 0 2 1905 0 New York Central Railroad Forces Olaf Hoff of New York, New York 8 9 384 117.04 459.3 139.99 18 5.49 https://historicbridges.org/newyork/northcountytrailway/little_northcountytrailway_7663_small.jpg https://historicbridges.org/newyork/northcountytrailway/little_northcountytrailway_7663.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/northcountytrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.226915,-73.776994
6645 Owensboro Bridge Glover Cary Bridge This increasingly rare cantilever truss bridge is noted for its beauty, span configuration, and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 750.8 ft (228.84 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Hunter Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Modjeski and Masters. 37.778738 -87.109031 IN-161 (Old US-231) Ohio River, 2nd Street, and CR-710 South Owensboro Daviess County, Kentucky and Spencer County, Indiana Kentucky and Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 17 Cantilever 4 Metal Warren Rivet-Connected Deck Truss Fixed 10 33 1940 0 Hunter Steel Company of Pittsburgh, Pennsylvania Modjeski and Masters 8 9 750.8 228.84 4623 1409.09 22 6.71 https://historicbridges.org/kentucky/owensboro/little_owensboro_7259_60_61v_small.jpg https://historicbridges.org/kentucky/owensboro/little_owensboro_7259_60_61v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/owensboro/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.778738,-87.109031
6646 Bear Mountain Bridge Purple Heart Veterans Memorial Bridge This is a spectacular suspension bridge located on an extremely scenic location. The technical description of the main or most noteworthy span of the bridge is a 1632 ft (497.43 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania and Terry and Tench Construction Company of New York, New York. The bridge was primarily designed by Howard C. Baird of New York, New York. 41.319942 -73.983218 US-6, US-202, and Appalachian Trail Hudson River and Railroad (CSX) Rural Rockland County, New York and Westchester County, New York New York United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Rivet-Connected 0 5 1924 1977 McClintic-Marshall Company of Pittsburgh, Pennsylvania and Terry and Tench Construction Company of New York, New York Howard C. Baird of New York, New York 9 10 1632 497.43 2257 687.93 38 11.58 https://historicbridges.org/newyork/bearmountain/little_bearmountain1_8701_small.jpg https://historicbridges.org/newyork/bearmountain/little_bearmountain1_8701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bearmountain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319942,-73.983218
6647 Faux Road Bridge This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.069393 -76.054050 Faux Road (TR-392) Wapwallopen Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 42 12.8 44 13.41 14.4 4.39 https://historicbridges.org/pennsylvania/fauxroadbridge/little_fauxroadbridge_6049_50_51vr_small.jpg https://historicbridges.org/pennsylvania/fauxroadbridge/little_fauxroadbridge_6049_50_51vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fauxroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.069393,-76.054050
6648 Daro Road Bridge This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.206514 -76.246290 Daro Road (TR-490) Huntington Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 77 23.47 80 24.38 15.4 4.69 https://historicbridges.org/pennsylvania/daroroadbridge/little_daroroadbridge_5398_399_400vib_small.jpg https://historicbridges.org/pennsylvania/daroroadbridge/little_daroroadbridge_5398_399_400vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/daroroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.206514,-76.246290
6650 Ftorkowski Road Bridge This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.217997 -76.244204 Ftorkowski Road (TR-482) Huntington Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1889 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 75 22.86 78 23.77 15.7 4.79 https://historicbridges.org/pennsylvania/ftorkowskiroadbridge/little_ftorkowskiroadbridge_5605_6_7vr_small.jpg https://historicbridges.org/pennsylvania/ftorkowskiroadbridge/little_ftorkowskiroadbridge_5605_6_7vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ftorkowskiroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.217997,-76.244204
6651 Hubbards Flats Road Bridge This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.173949 -76.222719 Hubbards Flats Road (TR-451) Huntington Creek Rural Luzerne County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1891 1950 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 71 21.64 75 22.86 14.8 4.51 https://historicbridges.org/pennsylvania/hubbardsflatsroadbridge/little_hubbardsflatsroadbridge_5200_1_2vib_small.jpg https://historicbridges.org/pennsylvania/hubbardsflatsroadbridge/little_hubbardsflatsroadbridge_5200_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hubbardsflatsroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.173949,-76.222719
6652 Russell G. Young Bridge Young's Crossing Bridge This is one of a very rare surviving group of Phoenix column pony trusses all in a single county. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. Special note about bridge location: The bridge is now private property on a private driveway. However the owner does allow public walk-in fishing access to the creek, which allows for viewing of the bridge from along the creek. 41.109519 -76.349075 Private Drive Huntington Creek Rural Columbia County, Pennsylvania Pennsylvania United States The bridge is now private property on a private driveway. However the owner does allow public walk-in fishing access to the creek, which allows for viewing of the bridge from along the creek. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1888 1969 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/russellgyoungbridge/little_russellgyoungbridge_4834_5_6vr_small.jpg https://historicbridges.org/pennsylvania/russellgyoungbridge/little_russellgyoungbridge_4834_5_6vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/russellgyoungbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.109519,-76.349075
6653 Retreat Access Road Bridge Leading only to a prison, this is a rare surviving multi-span example of a lightweight pin-connected Parker through truss. The technical description of the main or most noteworthy span of the bridge is a 217 ft (66.14 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: This bridge leads to a prison, and the prison is the only facility on the other side of the bridge. It is basically a part of the prison. Walking on the bridge is therefore not advised. 41.188554 -76.086498 Retreat Access Road Susquehanna River Rural (Retreat) Luzerne County, Pennsylvania Pennsylvania United States This bridge leads to a prison, and the prison is the only facility on the other side of the bridge. It is basically a part of the prison. Walking on the bridge is therefore not advised. Metal Parker Pin-Connected Through Truss Fixed 7 5 Metal Stringer (Multi-Beam) Fixed 0 2 1895 1951 Penn Bridge Company of Beaver Falls, Pennsylvania 9 9 217 66.14 1205 367.28 18.4 5.61 https://historicbridges.org/pennsylvania/retreataccessroadbridge/little_retreataccessroadbridge_5848_small.jpg https://historicbridges.org/pennsylvania/retreataccessroadbridge/little_retreataccessroadbridge_5848.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/retreataccessroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.188554,-76.086498
6654 Oak Harbor Private Bridge This bridge is a rare example of a small-scale bridge with ornamental railing and builder plaque. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: Note that this bridge is on private property. 41.499432 -83.163190 Private Drive Wolf Creek Rural Ottawa County, Ohio Ohio United States Note that this bridge is on private property. Metal Stringer (Multi-Beam) Fixed 0 1 Metal Through Girder 0 1 0 0 Canton Bridge Company of Canton, Ohio 5 7 0 0 0 0 0 0 https://historicbridges.org/ohio/oakharbor/little_rickmcomberoakharborprivatedrivesideview_small.jpg https://historicbridges.org/ohio/oakharbor/little_rickmcomberoakharborprivatedrivesideview.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oakharbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.499432,-83.163190
6655 Canoe Camp Bridge This is the only known surviving example of a patented cantilever bedstead truss bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected Warren bedstead pony truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. Special note about bridge location: To reach this bridge you must enter the park from CR-75 South and pass the toll booth, then turn right, follow the road, taking a left at the only fork in the road, then parking where the road makes a 90 degree turn to the right (west). From this location you can walk directly on a trail south to the bridge. 41.333623 -85.406476 Park Road (Old CR-75 East) Rivir-Mud Lake Connector Rural Noble County, Indiana Indiana United States To reach this bridge you must enter the park from CR-75 South and pass the toll booth, then turn right, follow the road, taking a left at the only fork in the road, then parking where the road makes a 90 degree turn to the right (west). From this location you can walk directly on a trail south to the bridge. Metal Warren Rivet-Connected Bedstead Pony Truss Fixed 0 Cantilever 1 0 0 1893 0 Indiana Bridge Company of Muncie, Indiana 9 10 0 0 0 0 0 0 https://historicbridges.org/indiana/canoecampbridge/little_canoecampbridge_7335_6_7vr_small.jpg https://historicbridges.org/indiana/canoecampbridge/little_canoecampbridge_7335_6_7vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/canoecampbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.333623,-85.406476
6656 Columbus Scioto River Railroad Bridge Middle This is one of several impressive multi-span through truss bridges in the downtown Columbus area. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.964343 -83.008788 Railroad (CSX) Scioto River Columbus Franklin County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 3 Metal Warren Rivet-Connected Pony Truss Fixed 8 3 0 0 Unknown 7 7 140 42.67 676 206.04 0 0 https://historicbridges.org/ohio/columbusrailroadbridgemiddle/little_columbusrailroadbridgemiddle_3130_small.jpg https://historicbridges.org/ohio/columbusrailroadbridgemiddle/little_columbusrailroadbridgemiddle_3130.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbusrailroadbridgemiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.964343,-83.008788
6657 Columbus Scioto River Railroad Bridge South This is one of several impressive multi-span through truss bridges in the downtown Columbus area. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.955074 -83.008515 Railroad (CSX) Scioto River Columbus Franklin County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 3 Metal Pratt Rivet-Connected Through Truss 5 2 0 0 Unknown 7 7 125 38.1 590 179.83 0 0 https://historicbridges.org/ohio/columbusrailroadbridgesouth/little_columbusrailroadbridgesouth_2320_small.jpg https://historicbridges.org/ohio/columbusrailroadbridgesouth/little_columbusrailroadbridgesouth_2320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbusrailroadbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.955074,-83.008515
6658 Columbus Scioto River Railroad Bridge North This is one of several impressive multi-span through truss bridges in the downtown Columbus area. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 39.964276 -83.012923 Railroad (CSX) Scioto River Columbus Franklin County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 5 0 0 1930 0 Mount Vernon Bridge Company of Mount Vernon, Ohio 7 7 125 38.1 630 192.02 0 0 https://historicbridges.org/ohio/columbusrailroadbridgenorth/little_columbusrailroadbridgenorth_3328_29_30vr_small.jpg https://historicbridges.org/ohio/columbusrailroadbridgenorth/little_columbusrailroadbridgenorth_3328_29_30vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbusrailroadbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.964276,-83.012923
6659 Eden Park Bridge Cliff Drive Bridge Among the oldest surviving concrete bridges in America, this is the first and oldest concrete bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Melan Arch Construction Company of New York, New York. The bridge was primarily designed by Frederick von Emperger of New York, New York. 39.117161 -84.489201 Cliff Drive Eden Park Drive Cincinnati Hamilton County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1894 2006 Melan Arch Construction Company of New York, New York Frederick von Emperger of New York, New York 10 10 70 21.34 117 35.66 18 5.49 https://historicbridges.org/ohio/edenparkbridge/little_edenparkbridge_9670_1_2vib_small.jpg https://historicbridges.org/ohio/edenparkbridge/little_edenparkbridge_9670_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edenparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.117161,-84.489201
6660 Oxford Road Bridge This rare wrought iron bowstring truss bridge was relocated and restored at the Crosby Township Senior Center. The technical description of the main or most noteworthy span of the bridge is a 53.6 ft (16.34 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.279267 -84.735121 Pedestrian Walkway Pedestrian Walkway Near New Haven Hamilton County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 1 0 0 0 2006 Massillon Bridge Company of Massillon, Ohio 9 9 53.6 16.34 53.6 16.34 0 0 https://historicbridges.org/ohio/oxfordroadbridge/little_oxfordroadbridge_7462_small.jpg https://historicbridges.org/ohio/oxfordroadbridge/little_oxfordroadbridge_7462.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oxfordroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.279267,-84.735121
6661 Laymon Road Bridge Denver Williams Park Bridge This rare Massillon bowstring truss bridge was relocated and preserved for pedestrian use in a park setting. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 39.443901 -83.807839 Pedestrian Walkway Park Lagoon Wilmington Clinton County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 1871 1992 Massillon Bridge Company of Massillon, Ohio 9 9 78 23.77 80 24.38 7.7 2.35 https://historicbridges.org/ohio/laymonroadbridge/little_laymonroadbridge_0859_small.jpg https://historicbridges.org/ohio/laymonroadbridge/little_laymonroadbridge_0859.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/laymonroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.443901,-83.807839
6662 Benson Street Bridge This may have been the first rainbow arch bridge ever built in the United States. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by E. A. Gast. 39.224065 -84.448830 Benson Street Mill Creek Lockland Hamilton County, Ohio Ohio United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1909 1992 Unknown E. A. Gast 9 9 73 22.25 100 30.48 31 9.45 https://historicbridges.org/ohio/bensonstreetbridge/little_bensonstreetbridge_0154_5_6vib_small.jpg https://historicbridges.org/ohio/bensonstreetbridge/little_bensonstreetbridge_0154_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bensonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.224065,-84.448830
6662 Black Street Bridge This bridge is a long, multi-span concrete arch bridge noted for its architectural beauty and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.409499 -84.558667 Black Street Great Miami River Hamilton Butler County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 7 0 0 1922 0 Unknown 7 7 93 28.35 708 215.8 28 8.53 https://historicbridges.org/ohio/blackstreetbridgehamilton/little_blackstreetbridgehamilton_6577_8_9vr_small.jpg https://historicbridges.org/ohio/blackstreetbridgehamilton/little_blackstreetbridgehamilton_6577_8_9vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/blackstreetbridgehamilton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.409499,-84.558667
6663 Smith Road Bridge This wrought iron bowstring truss bridge was relocated to Ohio Village, an open air museum that is part of Ohio History Connection museum. The technical description of the main or most noteworthy span of the bridge is a 43.5 ft (13.26 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.005700 -82.988161 Pedestrian Walkway Land Depression Columbus Franklin County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 5 1 0 0 1881 1989 King Bridge Company of Cleveland, Ohio 9 9 43.5 13.26 43.5 13.26 0 0 https://historicbridges.org/ohio/smithroadbridge/little_smithroadbridge_4138_39_40vib_small.jpg https://historicbridges.org/ohio/smithroadbridge/little_smithroadbridge_4138_39_40vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/smithroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.005700,-82.988161
6664 Worthington Road Bridge This iron bowstring was relocated onto this trail, and represents a unique bridge design built right in Wilmington. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal threaded rod-nut connected pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 39.436991 -83.821709 4-C Bicentennial Bike Trail (Tri-County Greenbelt) Lytle Creek Wilmington Clinton County, Ohio Ohio United States Metal Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 Champion Bridge Company of Wilmington, Ohio 9 9 35 10.67 35 10.67 12 3.66 https://historicbridges.org/ohio/worthingtonroadbridge/little_worthingtonroadbridge_0604_small.jpg https://historicbridges.org/ohio/worthingtonroadbridge/little_worthingtonroadbridge_0604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/worthingtonroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.436991,-83.821709
6665 Cornell Place Bridge St. Helena Heritage Park Bridge This rare Massillon bowstring truss bridge crosses the canal and is configured as a footbridge. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.887038 -81.596145 Cornell Place (Pedestrian Walkway) Ohio and Erie Canal Canal Fulton Stark County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 1970 Massillon Bridge Company of Massillon, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/canalfulton/little_canalfulton_3439_small.jpg https://historicbridges.org/ohio/canalfulton/little_canalfulton_3439.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/canalfulton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.887038,-81.596145
6666 Old Cherry Street Bridge Abandoned and deteriorating due to poor storage practice, this bridge is a rare Massillon Bridge Company bowstring with sloped verticals and no diagonals. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.846060 -81.538192 Nothing Ground Crystal Springs Stark County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 1875 0 Massillon Bridge Company of Massillon, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/oldcherrystreetbridge/little_oldcherrystreetbridge_3682_small.jpg https://historicbridges.org/ohio/oldcherrystreetbridge/little_oldcherrystreetbridge_3682.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldcherrystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.846060,-81.538192
6667 Oak Knoll Park Bridge Designed by the man who later formed the Massillon Bridge Company, this is the oldest iron bridge in Ohio, originally a deck truss, and relocated and preserved in 1899. The technical description of the main or most noteworthy span of the bridge is a 27.8 ft (8.47 m) metal Howe pony truss, fixed. The bridge was primarily built by C.M. Russell and Company of Massillon, Ohio. The bridge was primarily designed by Joseph Davenport. 40.788610 -81.525568 Pedestrian Walkway Sippo Valley Trail Massillon Stark County, Ohio Ohio United States Metal Howe Pony Truss Fixed 0 1 0 0 1859 2010 C.M. Russell and Company of Massillon, Ohio Joseph Davenport 9 10 27.8 8.47 27.8 8.47 7.6 2.32 https://historicbridges.org/ohio/oakknollparkbridge/little_oakknollparkbridge_4468_small.jpg https://historicbridges.org/ohio/oakknollparkbridge/little_oakknollparkbridge_4468.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oakknollparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.788610,-81.525568
6668 Wayne County Fairgrounds Bridge This is the only surviving example of what until 2017 was a unique trio of Joseph Davenport's patented iron Howe truss spans on the Wayne County Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a metal Howe pony truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 40.796380 -81.953670 Wayne County Fairgrounds Path Christmas Run Wooster Wayne County, Ohio Ohio United States Metal Howe Pony Truss Fixed 0 1 0 0 0 0 Massillon Bridge Company of Massillon, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/ohio/woosterohio/little_woosterohio_3064_small.jpg https://historicbridges.org/ohio/woosterohio/little_woosterohio_3064.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/woosterohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.796380,-81.953670
6669 McConnelsville Bridge Morgan County Veterans Memorial Bridge This impressive bridge with its ornamental details was designed to resemble the older truss bridge it replaced following its destruction in the 1913 flood. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal rivet-connected Parker through truss, movable: swing, Center Pier. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. 39.648387 -81.858071 Riverview Road (CR-203) Muskingum River McConnelsville and Malta Morgan County, Ohio Ohio United States Metal Parker Rivet-Connected Through Truss Movable: Swing Center Pier 11 1 Metal Parker Rivet-Connected Through Truss Fixed 0 3 1913 1991 Oregonia Bridge Company of Lebanon, Ohio 8 9 203 61.87 566 172.52 18 5.49 https://historicbridges.org/ohio/mcconnelsvillebridge/little_mcconnelsvillebridge_7642_small.jpg https://historicbridges.org/ohio/mcconnelsvillebridge/little_mcconnelsvillebridge_7642.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/mcconnelsvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.648387,-81.858071
6670 Sand Island Park Bridge Township Line Bridge This is an extremely rare cast iron truss bridge that was relocated to serve a trail in this park setting. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal Pratt pony truss, fixed. The bridge was primarily built by Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania. 40.616299 -75.379955 Pedestrian Walkway Monocacy Creek Bethlehem Lehigh County, Pennsylvania Pennsylvania United States Metal Pratt Pony Truss Fixed 0 1 0 0 1867 1991 Beckel Iron Foundry and Machine Shop of Bethlehem, Pennsylvania 9 10 101 30.78 101 30.78 13 3.96 https://historicbridges.org/pennsylvania/beckelbridge/little_img_20191102_164827_small.jpg https://historicbridges.org/pennsylvania/beckelbridge/little_img_20191102_164827.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/beckelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.616299,-75.379955
6671 Lehigh Gap Bridge This is a large deck truss bridge located in a scenic mountain setting. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.782752 -75.606899 PA-873 and Appalachian Trail Lehigh River, Paint Mill Road, and Railroad (Norfolk Southern) Palmerton Lehigh County, Pennsylvania and Northampton County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Pony Truss Fixed 9 5 Metal Through Girder Fixed 0 2 1930 1984 Unknown Pennsylvania State Highway Department 6 6 164 49.99 1024 312.12 24 7.32 https://historicbridges.org/pennsylvania/lehighgap/little_lehighgap_6495_small.jpg https://historicbridges.org/pennsylvania/lehighgap/little_lehighgap_6495.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighgap/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.782752,-75.606899
6672 Ferry Street Bridge This bascule bridge is noteworthy as a product of Depression era relief programs, and also for its unique architectural details. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. 41.302020 -72.892893 Ferry Street Quinnipiac River New Haven New Haven County, Connecticut Connecticut United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule 0 1 Metal Deck Girder Fixed 0 2 1940 2008 Unknown 7 7 124 37.8 431 131.37 43 13.11 https://historicbridges.org/connecticut/newhavenferrystreetbridge/little_newhavenferrystreetbridge_9331_2_3vib_small.jpg https://historicbridges.org/connecticut/newhavenferrystreetbridge/little_newhavenferrystreetbridge_9331_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newhavenferrystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.302020,-72.892893
6673 Mill Creek Road Bridge This is a very late example in Ohio of a medium span riveted through truss. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.148936 -84.546406 Mill Creek Road Mill Creek Cincinnati Hamilton County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 3 1953 0 Unknown 4 5 141 42.98 311 94.79 24 7.32 https://historicbridges.org/ohio/millcreekroadbridge/little_millcreekroadbridge_7774_small.jpg https://historicbridges.org/ohio/millcreekroadbridge/little_millcreekroadbridge_7774.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millcreekroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.148936,-84.546406
6674 ! Western Hills Viaduct This is a massive, long double-deck viaduct including a complex system of ramps and two rare double-deck arch spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal Open Spandrel deck arch, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania and MacDougald Construction Company of Atlanta, Georgia. The bridge was primarily designed by J. R. Biedinger. 39.124722 -84.541218 Harrison Avenue Mill Creek, Spring Grove Avenue, State Avenue, and Railroad Cincinnati Hamilton County, Ohio Ohio United States Metal Open Spandrel Deck Arch Fixed 0 2 Metal Deck Girder 0 41 1932 1978 McClintic-Marshall Company of Pittsburgh, Pennsylvania and MacDougald Construction Company of Atlanta, Georgia J. R. Biedinger 7 7 120 36.58 3145 958.6 48.2 14.69 https://historicbridges.org/ohio/westernhillsviaduct/little_westernhillsviaduct_8104_5_6vib_small.jpg https://historicbridges.org/ohio/westernhillsviaduct/little_westernhillsviaduct_8104_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/westernhillsviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.124722,-84.541218
6675 Queensboro Bridge 59th Street Bridge, Ed Koch Queensboro Bridge, Blackwell's Island Bridge Breaking American records when built, this is a famous double-deck cantilever through truss noted for its massive design, ornamental details, and unusual cantilever arrangement. The technical description of the main or most noteworthy span of the bridge is a 1182 ft (360.27 m) metal cantilever multiple-type-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Gustav Lindenthal, Leffert L. Buck, and Other Engineers. 40.756753 -73.954217 59th Street (NY-25) East River and Various Roads New York Manhattan, New York and Queens, New York New York United States Metal Baltimore Multiple-Type-Connected Through Truss Fixed 40 Cantilever 5 Metal Warren Rivet-Connected Through Truss 6 0 1909 1957 Pennsylvania Steel Company of Steelton, Pennsylvania Gustav Lindenthal, Leffert L. Buck, and Other Engineers 10 10 1182 360.27 7449 2270.46 51 15.54 https://historicbridges.org/newyork/queensborobridge/little_queensborobridge_1692_small.jpg https://historicbridges.org/newyork/queensborobridge/little_queensborobridge_1692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/queensborobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.756753,-73.954217
6676 Sandy Lee Watkins Park Bridge Long Stretch Road Bridge This rare historic bowstring pony truss was relocated into a park setting, creating a beautiful heritage attraction for the park. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 37.768258 -87.404892 Pedestrian Walkway Lick Creek Tributary Rural Henderson County, Kentucky Kentucky United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 8 1 0 0 1880 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 58 17.68 63 19.2 12 3.66 https://historicbridges.org/kentucky/sandywatkinspark/little_sandywatkinspark_4217_8_9v_small.jpg https://historicbridges.org/kentucky/sandywatkinspark/little_sandywatkinspark_4217_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/sandywatkinspark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.768258,-87.404892
6677 Green Mill Farm Bridge This is an outstanding example of a mid-1870s King Bridge Company cast and wrought iron bowstring truss bridge. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.589081 -86.551514 Green Farm Road (Falls of Rough Church Lane) Rough River Rural Grayson County, Kentucky and Breckinridge County, Kentucky Kentucky United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 14 1 0 0 1877 0 King Bridge Company of Cleveland, Ohio 9 9 148 45.11 152 46.33 15 4.57 https://historicbridges.org/kentucky/greensfarmmillbridge/little_greensfarmmillbridge_8226a_small.jpg https://historicbridges.org/kentucky/greensfarmmillbridge/little_greensfarmmillbridge_8226a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/greensfarmmillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.589081,-86.551514
6678 Rock Lick Creek Bridge This extremely rare bowstring truss bridge served a road that has been abandoned for a very long time, but it remains open to pedestrian usage on an undeveloped trail. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.600058 -86.542247 Abandoned Alignment of CR-1314 (Earl Moorman Road) Rock Lick Creek Rural Breckinridge County, Kentucky Kentucky United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 9 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 115 35.05 115 35.05 14 4.27 https://historicbridges.org/kentucky/rocklickcreekbridge/little_rocklickcreekbridge_7730_1_2v_small.jpg https://historicbridges.org/kentucky/rocklickcreekbridge/little_rocklickcreekbridge_7730_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/rocklickcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.600058,-86.542247
6679 Waterville Bridge This bridge was relocated and preserved for pedestrian use, and is one of only three rare lenticular truss bridges in the country that use a Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 220.8 ft (67.3 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 40.480299 -76.531840 Appalachian Trail Swatara Creek Rural Lebanon County, Pennsylvania Pennsylvania United States Metal Lenticular Pin-Connected Through Truss Fixed 12 1 0 0 1890 1985 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 220.8 67.3 220.8 67.3 0 0 https://historicbridges.org/pennsylvania/watervillebridge/little_watervillebridge_5472_small.jpg https://historicbridges.org/pennsylvania/watervillebridge/little_watervillebridge_5472.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/watervillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.480299,-76.531840
6680 Willey Road Bridge This classic rainbow arch has had beams added to bear traffic loads, but the original arches remain in place. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 39.286712 -84.693332 Willey Road (CR-63) Paddys Run Rural Hamilton County, Ohio Ohio United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1931 1996 Unknown 7 7 62 18.9 65 19.81 27 8.23 https://historicbridges.org/ohio/willeyroadbridge/little_img_20190922_090104_small.jpg https://historicbridges.org/ohio/willeyroadbridge/little_img_20190922_090104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willeyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.286712,-84.693332
6681 ! Interurban Bridge Roche de Boeuf Bridge This bridge is severely deteriorated having been abandoned for decades, but remains one of the largest and earliest Luten arch bridges in America. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 41.486457 -83.728354 Railroad (Abandoned Ohio Electric Interurban) Maumee River Waterville Lucas County, Ohio and Wood County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 12 0 0 1907 0 National Concrete Company of Indianapolis, Indiana Daniel Luten 8 9 90 27.43 1220 371.86 16 4.88 https://historicbridges.org/ohio/interurbanbridge/little_interurbanbridge_0742_3_4vib_small.jpg https://historicbridges.org/ohio/interurbanbridge/little_interurbanbridge_0742_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/interurbanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486457,-83.728354
6682 Beatty Park Bridge 2 This is one of two small historic stone arch bridges from the 1880s in this historic park. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Floto and Swartz. Special note about bridge location: Note: GPS Location given for this bridge is an estimate. 40.356598 -80.630805 Park Road Permars Run Steubenville Jefferson County, Ohio Ohio United States Note: GPS Location given for this bridge is an estimate. Stone Semicircular Deck Arch Fixed 0 1 0 0 1884 0 Floto and Swartz 7 7 0 0 0 0 0 0 https://historicbridges.org/ohio/beattypark1884/little_beattypark1884_4_small.jpg https://historicbridges.org/ohio/beattypark1884/little_beattypark1884_4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/beattypark1884/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.356598,-80.630805
6683 Kingston - Port Ewen Suspension Bridge Wurts Street Bridge This impressive suspension bridge is the oldest in the Hudson River valley region and is noted for its unusual stiffening truss. The technical description of the main or most noteworthy span of the bridge is a 705 ft (214.88 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Terry and Tench of New York, New York. The bridge was primarily designed by Holton D. Robinson, Daniel E. Moran, and William H. Yates. 41.916279 -73.984160 Wurts Street Rondout Creek Kingston and Port Ewen Ulster County, New York New York United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1921 0 Terry and Tench of New York, New York Holton D. Robinson, Daniel E. Moran, and William H. Yates 8 8 705 214.88 1063 324 23.3 7.1 https://historicbridges.org/newyork/kingston/little_kingston_2577_8_9vib_small.jpg https://historicbridges.org/newyork/kingston/little_kingston_2577_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/kingston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.916279,-73.984160
6684 Briscoe Bridge Yankeetown Road Bridge, Warrick County Bridge 271 This Whipple truss is unique due to its extremely rare Kingpost truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 37.910198 -87.295597 Yankeetown Road (CR-250 West) Little Pigeon Creek Rural Warrick County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 8 1 Metal Kingpost Pin-Connected Pony Truss 3 2 1893 2012 Wrought Iron Bridge Company of Canton, Ohio 9 9 130 39.62 206.4 62.91 14.8 4.51 https://historicbridges.org/indiana/briscoebridge/little_briscoebridge_5555a_small.jpg https://historicbridges.org/indiana/briscoebridge/little_briscoebridge_5555a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/briscoebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.910198,-87.295597
6685 Boner Bridge Pyeatt's Mill Bridge, Warrick County Bridge 273, Spencer County Bridge 276 This extremely rare multi-span bowstring truss bridge is one of the oldest bridges of its kind and also sits on rare patented cast iron bents. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.942218 -87.251909 Boner Road Little Pigeon Creek Rural Warrick County, Indiana and Spencer County, Indiana Indiana United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 14 1 Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 2 1869 2007 King Bridge Company of Cleveland, Ohio 9 9 160 48.77 261 79.55 11.8 3.6 https://historicbridges.org/indiana/bonerbridge/little_bonerbridge_5960a_small.jpg https://historicbridges.org/indiana/bonerbridge/little_bonerbridge_5960a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bonerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.942218,-87.251909
6686 Straight Street Bridge This bridge is noted as an early rivet-connected Pennsylvania through truss highway bridge. The technical description of the main or most noteworthy span of the bridge is a 251 ft (76.5 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Colin R. Wise. 40.926292 -74.166088 Straight Street Passaic River Paterson Passaic County, New Jersey New Jersey United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 12 1 0 0 1907 2003 Unknown Colin R. Wise 8 8 251 76.5 255 77.72 27 8.23 https://historicbridges.org/newjersey/straightstreetbridge/little_straightstreetbridge_0177_small.jpg https://historicbridges.org/newjersey/straightstreetbridge/little_straightstreetbridge_0177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/straightstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.926292,-74.166088
6687 Arch Street Bridge This is an impressive pin-connected through truss bridge with ornamental knee braces. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 40.923312 -74.170090 Arch Street Passaic River Paterson Passaic County, New Jersey New Jersey United States Metal Parker Pin-Connected Through Truss Fixed 11 1 0 0 1905 1997 Owego Bridge Company of Owego, New York 7 7 178 54.25 184 56.08 27.6 8.41 https://historicbridges.org/newjersey/archstreetbridge/little_archstreetbridge_0204_small.jpg https://historicbridges.org/newjersey/archstreetbridge/little_archstreetbridge_0204.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/archstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.923312,-74.170090
6688 Avondale Bridge De Jessa Memorial Bridge This attractive swing bridge also includes pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal multiple-type-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by New Jersey Bridge Company of Manasquan, New Jersey. 40.811034 -74.138517 Kingsland Avenue and Park Avenue Passaic River Nutley and Lyndhurst Essex County, New Jersey and Bergen County, New Jersey New Jersey United States Metal Double-Intersection Warren Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 2 1904 1986 New Jersey Bridge Company of Manasquan, New Jersey 8 8 200 60.96 364 110.95 27 8.23 https://historicbridges.org/newjersey/avondalebridge/little_avondalebridge_0912_3_4vr_small.jpg https://historicbridges.org/newjersey/avondalebridge/little_avondalebridge_0912_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/avondalebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.811034,-74.138517
6689 Court Street Bridge Harold J. Dillard Memorial Bridge This classic example of a through truss highway swing bridge has been extensively rehabilitated and preserved. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal multiple-type-connected Warren through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by F. R. Long Company of Hackensack, New Jersey. 40.879172 -74.039707 Court Street (CR-12, CR-56) Hackensack River Hackensack Bergen County, New Jersey New Jersey United States Metal Warren Multiple-Type-Connected Through Truss Movable: Swing Center Bearing Center Pier 0 1 Pre-Stressed Concrete Box Beam Fixed 0 2 1908 2012 F. R. Long Company of Hackensack, New Jersey 8 8 180 54.86 315 96.01 30 9.14 https://historicbridges.org/newjersey/courtstreethackensack/little_courtstreethackensack_9411_2_3vib_small.jpg https://historicbridges.org/newjersey/courtstreethackensack/little_courtstreethackensack_9411_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/courtstreethackensack/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.879172,-74.039707
6690 Dock Bridge This is a massive pair of railroad vertical lift bridges that sit right beside each other. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 40.736135 -74.161438 Railroad (Amtrak) Passaic River Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 4 1935 0 Unknown Waddell and Hardesty of New York, New York 7 7 230 70.1 520 158.5 0 0 https://historicbridges.org/newjersey/dockbridge/little_jacksonstreet012010_small.jpg https://historicbridges.org/newjersey/dockbridge/little_jacksonstreet012010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/dockbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.736135,-74.161438
6691 Gregory Avenue Bridge This classic highway swing bridge no longer operates for boats but its swing truss remains in good condition. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal multiple-type-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Owego Bridge Company of Owego, New York. 40.854315 -74.119602 Gregory Avenue Passaic River Passaic and Wallington Passaic County, New Jersey and Bergen County, New Jersey New Jersey United States Metal Pratt Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 0 1906 1989 Owego Bridge Company of Owego, New York 7 7 245 74.68 245 74.68 28.8 8.78 https://historicbridges.org/newjersey/gregoryavenuebridge/little_gregoryavenuebridge_0789_90_91vib_small.jpg https://historicbridges.org/newjersey/gregoryavenuebridge/little_gregoryavenuebridge_0789_90_91vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/gregoryavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.854315,-74.119602
6692 Bridge Street Bridge This swing bridge is noted for its rare curved top chord and vertical end posts. The technical description of the main or most noteworthy span of the bridge is a 243 ft (74.07 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 40.745178 -74.165752 Bridge Street (Harrison Avenue) Passaic River Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Double-Intersection Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Stringer (Multi-Beam) Fixed 0 0 1913 1981 American Bridge Company of New York, New York 8 8 243 74.07 371 113.08 29 8.84 https://historicbridges.org/newjersey/newarkbridgestreet/little_newarkbridgestreet_1473_4_5vib_small.jpg https://historicbridges.org/newjersey/newarkbridgestreet/little_newarkbridgestreet_1473_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkbridgestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.745178,-74.165752
6693 Newark Drawbridge Morristown Line Bridge This is a very rare example of a double-deck railroad swing bridge. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 40.747446 -74.165891 Railroad (New Jersey Transit) Passaic River Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 8 1 Metal Pratt Rivet-Connected Deck Truss Fixed 5 0 1903 0 American Bridge Company of New York, New York 8 7 221 67.36 870 265.18 30.2 9.2 https://historicbridges.org/newjersey/newarkrailroadbridge/little_newarkrailroadbridge_1443_4_5vib_small.jpg https://historicbridges.org/newjersey/newarkrailroadbridge/little_newarkrailroadbridge_1443_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.747446,-74.165891
6695 William A. Stickel Memorial Bridge This massive 1940s vertical lift bridge has some minor architectural embellishments that reflect the period it was built in. The technical description of the main or most noteworthy span of the bridge is a 222 ft (67.67 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 40.748042 -74.165855 I-280 Passaic River and Passaic Avenue Newark and Harrison Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 8 1 Metal Deck Girder Fixed 0 3 1948 1973 Unknown Waddell and Hardesty of New York, New York 7 6 222 67.67 626 190.8 74 22.56 https://historicbridges.org/newjersey/williamastickelmemorial/little_williamastickelmemorial_2448_49_50vib_small.jpg https://historicbridges.org/newjersey/williamastickelmemorial/little_williamastickelmemorial_2448_49_50vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/williamastickelmemorial/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.748042,-74.165855
6696 Hackensack River Railroad Bridge This is a small, low level deck plate girder swing railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 40.881192 -74.037399 Railroad (New York, Susquehanna, and Western) Hackensack River Hackensack Bergen County, New Jersey New Jersey United States Metal Deck Girder Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 0 1914 0 Unknown 6 4 0 0 0 0 0 0 https://historicbridges.org/newjersey/hackensackriverrailroadbridge/little_hackensackriverrailroadbridge_9378_79_80vib_small.jpg https://historicbridges.org/newjersey/hackensackriverrailroadbridge/little_hackensackriverrailroadbridge_9378_79_80vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/hackensackriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.881192,-74.037399
6697 Yancey Road Bridge This bridge, one of only two lenticular through truss bridges west of the Mississippi River, was relocated and preserved on a private ranch. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut, William Payson, Agent. Special note about bridge location: This bridge is located on a private ranch. 29.071303 -99.128538 Yancey Road Tehuacana Creek Pond Rural Frio County, Texas Texas United States This bridge is located on a private ranch. Metal Lenticular Pin-Connected Through Truss Fixed 7 1 0 0 1891 2003 Berlin Iron Bridge Company of East Berlin, Connecticut, William Payson, Agent 9 9 109 33.22 109.2 33.28 10.8 3.29 https://historicbridges.org/texas/yanceyroadbridge/little_yanceyroadbridge_0618_19_20vib_small.jpg https://historicbridges.org/texas/yanceyroadbridge/little_yanceyroadbridge_0618_19_20vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/yanceyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.071303,-99.128538
6698 Le pont du Bac (The Bac Bridge) This bridge, the only Macquet Parabolic truss bridge in Saguenay–Lac-Saint-Jean, has been fully restored for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Macquet Parabolic through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gérard Macquet. 48.365969 -71.609471 Route du Bac Lac Kénogamichiche Hébertville Saguenay-Lac-Saint-Jean, Québec Québec United States Metal Macquet Parabolic Rivet-Connected Through Truss Fixed 14 1 0 2 1892 0 Unknown Gérard Macquet 9 10 183 55.78 270 82.3 15.4 4.69 https://historicbridges.org/quebec/hebertville/little_hebertville_7874aa_small.jpg https://historicbridges.org/quebec/hebertville/little_hebertville_7874aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/hebertville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.365969,-71.609471
6699 Le pont de l’Aqueduc (Aqueduct Bridge) This bridge was originally built to carry water pipes, but today this bridge, resembling a British style tubular girder, carries pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 46.810680 -71.253050 Pedestrian Walkway Rivière Saint-Charles Québec Capitale-Nationale, Québec Québec United States Metal Deck Girder Fixed 0 1 0 0 1885 0 Unknown 9 9 160 48.77 160 48.77 0 0 https://historicbridges.org/quebec/ruedeverdun/little_ruedeverdun_4544aa_small.jpg https://historicbridges.org/quebec/ruedeverdun/little_ruedeverdun_4544aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ruedeverdun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.810680,-71.253050
6700 Pont du parc Saint-Nicolas (St. Nicolas Park Bridge) Pont de Saint-Thomas Preserved for vehicular use in a park setting, this is one of only a couple known Schwedler truss bridges in all of North America. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Schwedler through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gérard Macquet. 46.977043 -70.549761 Rue Cloutier Rivière Bras Saint-Nicolas Montmagny Chaudiére-Appalaches, Québec Québec United States Metal Schwedler Rivet-Connected Through Truss Fixed 10 1 0 0 1892 2016 Unknown Gérard Macquet 9 10 115 35.05 115 35.05 0 0 https://historicbridges.org/quebec/montmagny/little_montmagny_9077_8_9vaa_small.jpg https://historicbridges.org/quebec/montmagny/little_montmagny_9077_8_9vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmagny/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.977043,-70.549761
6701 Pont Rue Price (Rue Price Bridge) This is a unique continuous through truss with unusual design details that has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal continuous rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 48.441863 -71.240239 Rue Price (Old Alignment) Rivière Saguenay (Saguenay River) Saguenay (Jonquière) Saguenay-Lac-Saint-Jean, Québec Québec United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 28 Continuous 3 0 0 0 0 Unknown 8 9 325 99.06 507 154.53 0 0 https://historicbridges.org/quebec/rueprice/little_rueprice_7031aa_small.jpg https://historicbridges.org/quebec/rueprice/little_rueprice_7031aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rueprice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.441863,-71.240239
6702 Pont d'aluminium d'Arvida (Arvida Aluminum Bridge) This bridge was the first in the world to be built completely of aluminum, and it is also one of the most visually impressive aluminum bridges in the world. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal (aluminum) hingeless deck arch, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec and Pic Construction Company. The bridge was primarily designed by Surveyer Nenniger and Chenevert. 48.444759 -71.218337 Route du Pont (Route de la Dam Deux) Rivière Saguenay Saguenay (Jonquière) Saguenay-Lac-Saint-Jean, Québec Québec United States Metal (Aluminum) Hingeless Deck Arch Fixed 0 1 0 0 1950 0 Dominion Bridge Company of Montréal, Québec and Pic Construction Company Surveyer Nenniger and Chenevert 10 10 300 91.44 504 153.62 0 0 https://historicbridges.org/quebec/arvida/little_arvida_6845aa_small.jpg https://historicbridges.org/quebec/arvida/little_arvida_6845aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/arvida/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.444759,-71.218337
6703 Henderson Crossing Bridge This pony truss bridge was relocated to a park setting, and is a rare example of a hybrid pin and rivet connected truss documenting the development of truss bridge technology. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal multiple-type-connected Warren pony truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. 30.650902 -97.004932 Pedestrian Walkway Rockdale Skate Park Grounds Rockdale Milam County, Texas Texas United States Metal Warren Multiple-Type-Connected Pony Truss Fixed 4 1 0 0 1901 0 George E. King Bridge Company of Des Moines, Iowa 7 7 65 19.81 65 19.81 0 0 https://historicbridges.org/texas/hendersoncrossingbridge/little_hendersoncrossingbridge_4454_small.jpg https://historicbridges.org/texas/hendersoncrossingbridge/little_hendersoncrossingbridge_4454.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hendersoncrossingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.650902,-97.004932
6704 Pont Tessier Located in the heart of this attractive small village is one of only two known Schwedler truss bridges in all of North America. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Schwedler through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Gérard Macquet. 46.890870 -71.835381 Avenue St. Michel Rivière Sainte-Anne Saint-Raymond Capitale-Nationale, Québec Québec Canada Metal Schwedler Rivet-Connected Through Truss Fixed 12 1 0 0 1889 0 Dominion Bridge Company of Montréal, Québec Gérard Macquet 9 10 155 47.24 155 47.24 0 0 https://historicbridges.org/quebec/saintraymond/little_saintraymond_0503_4_5vaa_small.jpg https://historicbridges.org/quebec/saintraymond/little_saintraymond_0503_4_5vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintraymond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.890870,-71.835381
6705 US-190 Colorado River Bridge This is a classic small scale riveted continuous through truss bridge which also features a fairly long series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by Texas Highway Department. 31.218374 -98.564531 US-190 Colorado River Rural Lampasas County, Texas and San Saba County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 10 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 9 1940 0 Virginia Bridge and Iron Company of Roanoke, Virginia Texas Highway Department 7 8 240 73.15 1295 394.72 24 7.32 https://historicbridges.org/texas/us190coloradoriverbridge/little_us190coloradoriverbridge_7137_small.jpg https://historicbridges.org/texas/us190coloradoriverbridge/little_us190coloradoriverbridge_7137.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/us190coloradoriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.218374,-98.564531
6706 US-67 Brazos River Bridge This is a classic small scale riveted continuous through truss bridge that has been repaired despite damage from truck hits. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Texas Highway Department. 32.271965 -97.663919 US-67 Westbound Brazos River Rural Somervell County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 10 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 9 1947 2008 Unknown Texas Highway Department 7 7 250 76.2 1197 364.85 27.7 8.44 https://historicbridges.org/texas/us67brazosriverbridge/little_us67brazosriverbridge_1824_5_6vib_small.jpg https://historicbridges.org/texas/us67brazosriverbridge/little_us67brazosriverbridge_1824_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/us67brazosriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.271965,-97.663919
6707 Crossman Road Bridge This bridge is noted for its unique portal bracing knees that double as bridge plaques. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.863607 -78.046693 Crossman Road Oatka Creek Rural Wyoming County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1887 0 Groton Bridge Company of Groton, New York 7 8 110 33.53 113 34.44 12.5 3.81 https://historicbridges.org/newyork/crossman/little_rickmcomberimg3060_small.jpg https://historicbridges.org/newyork/crossman/little_rickmcomberimg3060.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/crossman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.863607,-78.046693
6708 ! Bennett Beach Bridge Big Sister Creek Bridge Located in a scenic beach setting, this rare riveted Howe truss pedestrian footbridge has partially collapsed due to deteriorating substructure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Howe through truss, fixed. The bridge was primarily built by Unknown. 42.660446 -79.062217 Pedestrian Walkway Big Sister Creek Angola on the Lake Erie County, New York New York United States Metal Howe Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/newyork/bigsister/little_rickmcomber_img_2865_small.jpg https://historicbridges.org/newyork/bigsister/little_rickmcomber_img_2865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bigsister/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.660446,-79.062217
6709 Clarksburg Bridge This classic Pratt truss is a good representative example a bridge by the Owego Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 102.7 ft (31.3 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 42.619599 -78.831328 Clarksburg Road South Branch 18 Mile Creek Clarksburg Erie County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1911 1988 Owego Bridge Company of Owego, New York 7 7 102.7 31.3 105 32 14.4 4.39 https://historicbridges.org/newyork/clarksburg/little_rickmcomber_aclarksburg_small.jpg https://historicbridges.org/newyork/clarksburg/little_rickmcomber_aclarksburg.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/clarksburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.619599,-78.831328
6710 ! Cherry Shoals Bridge This is an extremely old and very rare example of a pin-connected Baltimore truss, also noted for its unusual design details. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 38.170921 -88.105175 CR 1450 East (TR 308) Little Wabash River Rural White County, Illinois Illinois United States Metal Baltimore Pin-Connected Through Truss Fixed 12 1 0 0 1878 0 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 9 9 192 58.52 192 58.52 0 0 https://historicbridges.org/illinois/cherryshoalsbridge/little_cherryshoalsbridge_3293_4_5v_small.jpg https://historicbridges.org/illinois/cherryshoalsbridge/little_cherryshoalsbridge_3293_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cherryshoalsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.170921,-88.105175
6712 ! Fairground Street Bridge This is the oldest and most significant historic bridge in Mississippi, and its future is uncertain. The technical description of the main or most noteworthy span of the bridge is a 91.6 ft (27.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 32.337841 -90.890490 Fairground Street Railroad (Kansas City Southern Railroad) Vicksburg Warren County, Mississippi Mississippi United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 Wood Stringer (Multi-Beam) Fixed 0 0 1868 1895 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 10 91.6 27.92 512.2 156.12 15.7 4.79 https://historicbridges.org/mississippi/vicksburgfairgroundstreet/little_vicksburgfairgroundstreetbridge_brg_4431_small.jpg https://historicbridges.org/mississippi/vicksburgfairgroundstreet/little_vicksburgfairgroundstreetbridge_brg_4431.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/vicksburgfairgroundstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.337841,-90.890490
6713 Georgetown Bridge A rare example of a small-scale continuous through truss bridge in Mississippi, this bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee and E. W. Hable. 31.875327 -90.138270 MS-28 Pearl River Rural (Near Georgetown) Copiah County, Mississippi and Simpson County, Mississippi Mississippi United States Metal Warren Rivet-Connected Through Truss Fixed 10 Continuous 3 0 0 1940 0 Nashville Bridge Company of Nashville, Tennessee and E. W. Hable 7 8 250 76.2 555 169.16 24 7.32 https://historicbridges.org/mississippi/georgetownbridge/little_georgetownbridge_brg_6684_5_6vib_small.jpg https://historicbridges.org/mississippi/georgetownbridge/little_georgetownbridge_brg_6684_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/georgetownbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.875327,-90.138270
6714 Montezuma Bridge Indiana State Highway Bridge 36-83-3492A This bridge is one of the longest surviving examples of Indiana's beautiful standard through truss design. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Robert H. King of Danville, Indiana and Calumet Paving Company of Zionsville, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 39.792389 -87.375054 US-36 Wabash River Montezuma Parke County, Indiana and Vermillion County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 0 6 Concrete Slab Fixed 0 2 1949 2018 Robert H. King of Danville, Indiana and Calumet Paving Company of Zionsville, Indiana Indiana State Highway Commission 7 8 200 60.96 1258 383.44 29.2 8.9 https://historicbridges.org/indiana/montezuma/little_montezuma_6548a_small.jpg https://historicbridges.org/indiana/montezuma/little_montezuma_6548a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/montezuma/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.792389,-87.375054
6715 Charenton Canal Bridge This large and impressive bridge is one of the only remaining examples of a rare K-truss bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected K-Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas and Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Louisiana Highway Commission. 29.825308 -91.537941 LA-182 Charenton Canal Baldwin St. Mary Parish, Louisiana Louisiana United States Metal K-Parker Rivet-Connected Through Truss Fixed 12 1 Concrete T-Beam Fixed 0 52 1941 1973 Austin Bridge Company of Dallas, Texas and Nashville Bridge Company of Nashville, Tennessee Louisiana Highway Commission 8 9 300 91.44 2380 725.42 0 0 https://historicbridges.org/louisiana/charentoncanalbridge/little_charentoncanalbridge_brg_1056_small.jpg https://historicbridges.org/louisiana/charentoncanalbridge/little_charentoncanalbridge_brg_1056.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/charentoncanalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.825308,-91.537941
6717 Pont Saint-Pie (Saint-Pie Bridge) This modified (subdivided) Double-Intersection Warren through truss bridge has been closed to vehicular traffic, but remains open to pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 221 ft (67.36 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). 45.498412 -72.905139 Rue Montcalm Rivière Noire Saint-Pie Montérégie, Québec Québec Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 18 2 0 0 1908 0 Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) 8 8 221 67.36 228 69.49 16 4.88 https://historicbridges.org/quebec/saintpiehighway/little_saintpiehighway_1571aa_small.jpg https://historicbridges.org/quebec/saintpiehighway/little_saintpiehighway_1571aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintpiehighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.498412,-72.905139
6718 Pont Ferroviaire de Saint Pie (Saint Pie Railway Bridge) This rare pin-connected truss bridge appears to be a very old example of a railroad truss bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.499190 -72.906160 Railroad (Abandoned Central Maine and Quebec Railway, St-Guillaume Subdivision) Rivière Noire Saint-Pie Montérégie, Québec Québec Canada Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 0 0 Unknown 8 8 155 47.24 315 96.01 14 4.27 https://historicbridges.org/quebec/saintpierail/little_saintpierail_1202aa_small.jpg https://historicbridges.org/quebec/saintpierail/little_saintpierail_1202aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintpierail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.499190,-72.906160
6719 Pont MacKenzie (MacKenzie Bridge) This bridge consists of two large, impressive through truss spans and was built from steel of many different mills. The technical description of the main or most noteworthy span of the bridge is a 370 ft (112.78 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.657890 -72.144450 Rue Bridge (Rue Craig) Rivière Saint-François Richmond Estrie, Québec Québec Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 20 2 0 0 1903 2010 Dominion Bridge Company of Montréal, Québec 8 9 370 112.78 760 231.65 18 5.49 https://historicbridges.org/quebec/richmondhighway/little_richmondhighway_4874_5_6vaa_small.jpg https://historicbridges.org/quebec/richmondhighway/little_richmondhighway_4874_5_6vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/richmondhighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.657890,-72.144450
6720 Running Creek Number 1 Bridge This pony truss has been abandoned and is partially collapsed. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.590367 -82.435391 Private Access (Abandoned) Running Creek Number 1 Rural Chatham-Kent Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 45 13.72 45 13.72 0 0 https://historicbridges.org/ontario/arnoldprivate/little_arnoldprivate_5675aa_small.jpg https://historicbridges.org/ontario/arnoldprivate/little_arnoldprivate_5675aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arnoldprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.590367,-82.435391
6721 Pont de la rivière des Anglais (English River Bridge) With lightweight details and ornamental portal bracing knees, this is an extremely rare example of a pin-connected highway truss in the province. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 45.156730 -73.761330 Private Drive Rivière des Anglais (English River) Rural Montérégie, Québec Québec Canada This bridge is on private property. Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 8 8 120 36.58 120 36.58 0 0 https://historicbridges.org/quebec/rangduruisseaunorton/little_rangduruisseaunorton_7910aa_small.jpg https://historicbridges.org/quebec/rangduruisseaunorton/little_rangduruisseaunorton_7910aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rangduruisseaunorton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.156730,-73.761330
6722 Pont 3 (Bridge 3) One of the rarest types of movable bridge, this is the only known retractile bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal stringer (multi-beam), movable: retractile. The bridge was primarily built by L. L. and Company of Montréal, Québec. 45.437858 -73.257461 Pedestrian Walkway Canal de Chambly Chambly Montérégie, Québec Québec Canada Metal Stringer (Multi-Beam) Movable: Retractile 0 1 0 0 1893 2018 L. L. and Company of Montréal, Québec 10 10 56 17.07 56 17.07 10.6 3.23 https://historicbridges.org/quebec/chamblycanal2/little_chamblycanal2_9893aa_small.jpg https://historicbridges.org/quebec/chamblycanal2/little_chamblycanal2_9893aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.437858,-73.257461
6723 Pont 7 (Bridge 7) This bobtail swing bridge is the only through truss on the historic Canal de Chambly. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal rivet-connected Warren through truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Unknown. 45.408750 -73.253420 Chemin Sainte-Thérèse Canal de Chambly Rural Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Center Bearing Bobtail 7 1 0 0 0 0 Unknown 7 7 114 34.75 114 34.75 16.6 5.06 https://historicbridges.org/quebec/chamblycanal4/little_chamblycanal4_0626aa_small.jpg https://historicbridges.org/quebec/chamblycanal4/little_chamblycanal4_0626aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.408750,-73.253420
6724 Pont d'entrée du canal Chambly (Chambly Canal Inlet Bridge) This is one of the smallest through plate girders ever seen, and parallels the Canal de Chambly on a towpath. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal through girder, fixed. The bridge was primarily built by Unknown. 45.436728 -73.255978 Canal de Chambly Towpath (Pedestrian Walkway) Canal de Chambly Rural Montérégie, Québec Québec Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 3 24 7.32 24 7.32 0 0 https://historicbridges.org/quebec/chamblycanal2b/little_chamblycanal2_9959aa_small.jpg https://historicbridges.org/quebec/chamblycanal2b/little_chamblycanal2_9959aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal2b/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.436728,-73.255978
6725 Pont 4 (Bridge 4) This rare hand turned swing bridge is the only such bridge regularly operated on Canal de Chambly. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal rivet-connected Double-Intersection Warren pony truss, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). 45.431180 -73.252800 Rue du Pont 4 Canal de Chambly Rural Montérégie, Québec Québec Canada Metal Double-Intersection Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Bobtail 9 1 0 0 1921 0 Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) 7 7 62 18.9 62 18.9 0 0 https://historicbridges.org/quebec/chamblycanal3/little_chamblycanal3_0152aa_small.jpg https://historicbridges.org/quebec/chamblycanal3/little_chamblycanal3_0152aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.431180,-73.252800
6726 Pont 9 (Bridge 9) This bobtail swing bridge has been abandoned in the open position along this historic canal. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal multiple-type-connected Double-Intersection Warren pony truss, fixed, Center Bearing Bobtail. The bridge was primarily built by Montréal Bridge Works of Montréal, Québec. 45.384010 -73.257300 Rue de l'Île-Sainte-Marie Canal de Chambly Rural Montérégie, Québec Québec Canada Metal Double-Intersection Warren Multiple-Type-Connected Pony Truss Fixed Center Bearing Bobtail 0 1 0 0 1888 1923 Montréal Bridge Works of Montréal, Québec 7 7 67 20.42 70 21.34 14 4.27 https://historicbridges.org/quebec/chamblycanal5/little_chamblycanal5_0806aa_small.jpg https://historicbridges.org/quebec/chamblycanal5/little_chamblycanal5_0806aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.384010,-73.257300
6727 Pont 2 (Bridge 2) This rivet connected bobtail pony truss swing bridge has been abandoned in the open position. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected arch, fixed. The bridge was primarily built by Unknown. 45.441530 -73.266750 Rue de l'Église Canal de Chambly Chambly Montérégie, Québec Québec Canada Metal Rivet-Connected Arch Fixed 0 1 0 0 0 0 Unknown 7 7 70 21.34 70 21.34 0 0 https://historicbridges.org/quebec/chamblycanal1/little_chamblycanal1_9683aa_small.jpg https://historicbridges.org/quebec/chamblycanal1/little_chamblycanal1_9683aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblycanal1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.441530,-73.266750
6728 Pont du Rang de l'Île (Rang de l'Île Bridge) This impressive bridge is noted for its length including a combination of through truss and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Nicolet Construction Company. The bridge was primarily designed by Louis-Philippe-Herménégilde Bourk (Colonel Bourk) . 46.217210 -72.598920 Rang de l'Île Rivière Nicolet Nicolet Centre-du-Québec, Québec Québec Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 16 1 Metal Warren Rivet-Connected Pony Truss Fixed 5 3 1917 0 Nicolet Construction Company Louis-Philippe-Herménégilde Bourk (Colonel Bourk) 7 8 240 73.15 455 138.68 0 0 https://historicbridges.org/quebec/nicolet/little_nicolet_3770_1_2vaa_small.jpg https://historicbridges.org/quebec/nicolet/little_nicolet_3821_2_3vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/nicolet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.217210,-72.598920
6730 Pont Camille-Parenteau (Camille-Parenteau Bridge) This is a long multi-span truss bridge that contains a swing span hidden among all the fixed truss spans. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by MacKinnon Steel Corporation of Sherbrooke, Québec. 46.004940 -72.910760 QC-132 (Rue du Pont) Rivière Yamaska Yamaska and Yamaska-Est Montérégie, Québec Québec Canada Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 8 1 Metal Pennsylvania Rivet-Connected Through Truss 12 5 1931 0 MacKinnon Steel Corporation of Sherbrooke, Québec 7 7 154 46.94 990 301.75 0 0 https://historicbridges.org/quebec/yamaska/little_yamaska_2954_5_6vaa_small.jpg https://historicbridges.org/quebec/yamaska/little_yamaska_2954_5_6vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/yamaska/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.004940,-72.910760
6731 Pont suspendu de Beauharnois (Beauharnois Suspension Bridge) This is a suspension bridge built ca. 1951 next to an enormous hydroelectric power plant. The technical description of the main or most noteworthy span of the bridge is a 580 ft (176.78 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. 45.315343 -73.904786 QC-132 (Boulevard Edgar-Hébert) Canal de Beauharnois Beauharnois Montérégie, Québec Québec Canada Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1951 2012 Unknown 6 7 580 176.78 580 176.78 0 0 https://historicbridges.org/quebec/sainttimotheesuspension/little_sainttimotheesuspension_8510aa_small.jpg https://historicbridges.org/quebec/sainttimotheesuspension/little_sainttimotheesuspension_8510aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainttimotheesuspension/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.315343,-73.904786
6732 Hoxie Bridge This bridge shows signs of its collapse in a flood and subsequent 1921 repair, and is also noted for its extremely rare vertical member design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 30.670357 -97.369355 Pedestrian Walkway Granger Lake (San Gabriel River) Tributary Rural Williamson County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 1982 Unknown 8 8 150 45.72 215 65.53 0 0 https://historicbridges.org/texas/hoxiebridge/little_hoxiebridge_3806_7_8vib_small.jpg https://historicbridges.org/texas/hoxiebridge/little_hoxiebridge_3806_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hoxiebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.670357,-97.369355
6733 Friendship Bridge This traditionally composed Pratt truss bridge has been relocated to this park setting where it functions as an attractive crossing for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 30.664401 -97.373499 Pedestrian Walkway Granger Lake (San Gabriel River) Tributary Rural Williamson County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 1982 Unknown 7 7 115 35.05 115 35.05 0 0 https://historicbridges.org/texas/friendshipbridge/little_friendshipbridge_3503_small.jpg https://historicbridges.org/texas/friendshipbridge/little_friendshipbridge_3503.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/friendshipbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.664401,-97.373499
6734 ! Jonesboro Bridge Abandoned, and at risk for collapse, this is a rare wrought iron bowstring that deserves to be preserved. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 31.608877 -97.896943 CR-431 Leon River Rural Hamilton County, Texas Texas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 7 1 0 0 1884 0 King Bridge Company of Cleveland, Ohio 9 9 64 19.51 90 27.43 12 3.66 https://historicbridges.org/texas/jonesborobridge/little_jonesborobridge_9744_5_6r_small.jpg https://historicbridges.org/texas/jonesborobridge/little_jonesborobridge_9744_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jonesborobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.608877,-97.896943
6735 Bulman Bridge Pecan Creek Park Bridge This highly significant bowstring pony truss bridge has been beautifully preserved on a trail in a park setting. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 31.710259 -98.114716 Pedestrian Walkway Pecan Creek Hamilton Hamilton County, Texas Texas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 1 0 0 1884 0 King Bridge Company of Cleveland, Ohio 9 9 85 25.91 85 25.91 12 3.66 https://historicbridges.org/texas/bulmanbridge/little_bulmanbridge_0021_2_3vib_small.jpg https://historicbridges.org/texas/bulmanbridge/little_bulmanbridge_0021_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bulmanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.710259,-98.114716
6736 Pont Gauron (Gauron Bridge) This is one of the few Strauss heel-trunnion bascule bridges surviving in Canada today. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 45.440841 -73.646237 Avenue Dollard (Avenue Saint-Pierre) Canal de Lachine Montréal Montréal, Québec Québec United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 8 1 0 0 1913 0 Dominion Bridge Company of Montréal, Québec Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 9 9 165 50.29 165 50.29 0 0 https://historicbridges.org/quebec/avenuedollardtruss/little_avenuedollardtruss_4348_49_50vaa_small.jpg https://historicbridges.org/quebec/avenuedollardtruss/little_avenuedollardtruss_4348_49_50vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avenuedollardtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.440841,-73.646237
6737 Pont Lafleur (Lafleur Bridge) This bridge sits next to an older bascule bridge, and it creates a unique site where two major bascule bridge types can be compared. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.440941 -73.645952 Avenue Dollard (Avenue Saint-Pierre) Canal de Lachine Montréal Montréal, Québec Québec United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1959 0 Dominion Bridge Company of Montréal, Québec 6 7 0 0 0 0 0 0 https://historicbridges.org/quebec/avenuedollardgirder/little_avenuedollardgirder_4321_2_3vaa_small.jpg https://historicbridges.org/quebec/avenuedollardgirder/little_avenuedollardgirder_4321_2_3vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avenuedollardgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.440941,-73.645952
6738 Pont Victoria (Victoria Bridge) Victoria Bridge This bridge has a long and fascinating history and has evolved over many years to become one of the most unique bridges in Canada. The technical description of the main or most noteworthy span of the bridge is a 348 ft (106.07 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. The bridge was primarily designed by Joseph Hobson. 45.491818 -73.529064 QC-112 and Railroad (Canadian National) St. Lawrence River (Fleuve Saint-Laurent) and South Shore Canal (Canal de la Rive Sud) Montréal and Saint-Lambert Montréal, Québec and Montérégie, Québec Québec Canada Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 0 0 1898 1958 Detroit Bridge and Iron Works of Detroit, Michigan Joseph Hobson 10 10 348 106.07 6500 1981.2 0 0 https://historicbridges.org/quebec/victoria/little_victoria_9753aa_small.jpg https://historicbridges.org/quebec/victoria/little_victoria_9753aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/victoria/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.491818,-73.529064
6739 Pont Charlevoix (Charlevoix Bridge) This is one of the most impressive surviving heritage swing bridges on this historic canal. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 45.480340 -73.572640 Rue Charlevoix Canal de Lachine Montréal Montréal, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 10 1 0 0 1904 0 Unknown 8 8 210 64.01 210 64.01 0 0 https://historicbridges.org/quebec/ruecharlevoix/little_ruecharlevoix_3631_2_3vaa_small.jpg https://historicbridges.org/quebec/ruecharlevoix/little_ruecharlevoix_3631_2_3vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ruecharlevoix/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.480340,-73.572640
6740 Pont des Seigneurs (Bridge of Lords) This is one of several surviving movable bridges on this heritage canal. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.485280 -73.566113 Rue des Seigneurs Canal de Lachine Montréal Montréal, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 9 1 0 0 1898 0 Dominion Bridge Company of Montréal, Québec 8 7 140 42.67 140 42.67 0 0 https://historicbridges.org/quebec/ruedesseigneurs/little_ruedesseigneurs_3340_1_2vaa_small.jpg https://historicbridges.org/quebec/ruedesseigneurs/little_ruedesseigneurs_3340_1_2vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ruedesseigneurs/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.485280,-73.566113
6741 Pont-canal de Lachine (Lachine Canal Bridge) This is a small but highly unusual bridge with vertical end posts and counter diagonals in each panel. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 45.485991 -73.564217 Pedestrian Walkway (Former Towpath) Canal de Lachine (Slip) Montréal Montréal, Québec Québec Canada Metal Pratt Pin-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 8 8 50 15.24 50 15.24 0 0 https://historicbridges.org/quebec/lachineslip/little_lachineslip_3097aa_small.jpg https://historicbridges.org/quebec/lachineslip/little_lachineslip_3097aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lachineslip/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.485991,-73.564217
6742 Ohio Street Bridge Joan Marchand Bridge, Vanderburgh County Bridge 1520 This bridge is a rare surviving example of a 19th century pin-connected truss bridge designed for heavy urban traffic. The technical description of the main or most noteworthy span of the bridge is a 197.9 ft (60.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Pittsburgh Bridge Company of Pittsburgh, Pennsylvania. 37.976115 -87.587691 Ohio Street Pigeon Creek Evansville Vanderburgh County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 11 1 0 0 1891 2009 Pittsburgh Bridge Company of Pittsburgh, Pennsylvania 8 8 197.9 60.32 204 62.18 22.7 6.92 https://historicbridges.org/indiana/ohiostreetbridge/little_ohiostreetbridge_2636_7_8v_small.jpg https://historicbridges.org/indiana/ohiostreetbridge/little_ohiostreetbridge_2636_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ohiostreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.976115,-87.587691
6743 Ohio Street Railroad Bridge This traditional railroad through truss bridge sits next to a historic highway bridge as well. The technical description of the main or most noteworthy span of the bridge is a 188 ft (57.3 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 37.976246 -87.587632 Railroad (CSX) Pigeon Creek Evansville Vanderburgh County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1908 0 American Bridge Company of New York, New York 6 6 188 57.3 188 57.3 26 7.92 https://historicbridges.org/indiana/ohiostreetrailroadbridge/little_ohiostreetrailroadbridge_2612a_small.jpg https://historicbridges.org/indiana/ohiostreetrailroadbridge/little_ohiostreetrailroadbridge_2612a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ohiostreetrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.976246,-87.587632
6744 Franklin Street Bridge This is a very unusual multi-ribbed small-scale cantilever deck truss The technical description of the main or most noteworthy span of the bridge is a 174 ft (53.04 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Globe Construction Company of Evansville, Indiana. The bridge was primarily designed by Rudolph Meisinger and E. L. Erickson. 37.980432 -87.588039 Franklin Street Pigeon Creek Evansville Vanderburgh County, Indiana Indiana United States Metal Pratt Rivet-Connected Deck Truss Fixed 14 Cantilever 3 0 0 1932 1995 Globe Construction Company of Evansville, Indiana Rudolph Meisinger and E. L. Erickson 7 7 174 53.04 306.8 93.51 66 20.12 https://historicbridges.org/indiana/franklinstreetbridge/little_franklinstreetbridge_2213_4_5r_small.jpg https://historicbridges.org/indiana/franklinstreetbridge/little_franklinstreetbridge_2213_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/franklinstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.980432,-87.588039
6745 Montopolis Bridge Bypassed and preserved for pedestrian use, this is a very long multi-span example of a standard state design riveted through truss bridge in Texas. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana). The bridge was primarily designed by Texas Highway Department. 30.245550 -97.691356 Pedestrian Walkway (Former US-183 Alignment) Colorado River Austin Travis County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 8 5 Metal Stringer (Multi-Beam) Fixed 0 4 1938 0 Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) Texas Highway Department 7 7 200 60.96 1221 372.16 24 7.32 https://historicbridges.org/texas/montopolis/little_montopolis_7145_small.jpg https://historicbridges.org/texas/montopolis/little_montopolis_7145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/montopolis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.245550,-97.691356
6746 Maxdale Road Bridge This impressive pin-connected Parker truss bridge has been closed to vehicular traffic, but recent deck planks show that it appears to be somewhat maintained for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. The bridge was primarily designed by Hess and Skinner Engineering Company of Dallas, Texas. 30.989134 -97.829333 Maxdale Road Lampasas River Rural Bell County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 1904 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas Hess and Skinner Engineering Company of Dallas, Texas 7 7 200 60.96 361 110.03 15.4 4.69 https://historicbridges.org/texas/maxdalebridge/little_maxdalebridge_9141_2_3vib_small.jpg https://historicbridges.org/texas/maxdalebridge/little_maxdalebridge_9141_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/maxdalebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.989134,-97.829333
6747 Port Stanley Bridge This is an excellent, unaltered example of a 1930s bascule bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: double leaf bascule. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 42.665219 -81.213914 CR-4 (Bridge Street) Kettle Creek Port Stanley Elgin County, Ontario Ontario Canada Metal Through Girder Movable: Double Leaf Bascule 0 1 0 0 1939 0 Dominion Bridge Company of Montréal, Québec 7 7 0 0 220 67.06 28 8.53 https://historicbridges.org/ontario/portstanleybascule/little_brg_9690_1_2v_small.jpg https://historicbridges.org/ontario/portstanleybascule/little_brg_9690_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portstanleybascule/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.665219,-81.213914
6748 St. Thomas Railway Bridge North This is one of several impressive high level railway bridges in St. Thomas. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.791836 -81.190011 Railroad (Canadian National) Kettle Creek St. Thomas Elgin County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 8 8 85 25.91 630 192.02 0 0 https://historicbridges.org/ontario/stthomaskettlenorth/little_stthomaskettlenorth_3447_8_9vib_small.jpg https://historicbridges.org/ontario/stthomaskettlenorth/little_stthomaskettlenorth_3447_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stthomaskettlenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.791836,-81.190011
6749 Scotch Line Bridge This is a traditional Warren truss bridge that has been abandoned for a very long time. The deck no longer remains on the bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.684221 -81.377795 Scotch Line Talbot Creek Rural Elgin County, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/scotchline/little_brg_8688_89_90p_small.jpg https://historicbridges.org/ontario/scotchline/little_brg_8688_89_90p.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/scotchline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.684221,-81.377795
6750 Taylor Road Bridge This unusual bridge is noted for its lightweight design and has the appearance of a very old rivet-connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.936696 -75.392315 Taylor Road South Branch South Nation River Rural Stormont Dundas and Glengarry United Counties, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 7 65 19.81 95 28.96 0 0 https://historicbridges.org/ontario/taylorroad/little_taylorroad_4383_small.jpg https://historicbridges.org/ontario/taylorroad/little_taylorroad_4383.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/taylorroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.936696,-75.392315
6751 Devries Road Bridge This traditional Warren pony truss has been abandoned. A ford is present next to the bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.991087 -75.367591 Devries Road (Side Road 12) South Branch South Nation River Rural Stormont Dundas and Glengarry United Counties, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/devriesroad/little_devriesroad_4572_small.jpg https://historicbridges.org/ontario/devriesroad/little_devriesroad_4572.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/devriesroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.991087,-75.367591
6752 9 Mile Road Bridge This small Warren pony truss bridge retains good historic integrity but has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.924403 -75.382943 9 Mile Road Black Creek Rural Stormont Dundas and Glengarry United Counties, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 65 19.81 65 19.81 0 0 https://historicbridges.org/ontario/ninemileroad/little_ninemileroad_4341_small.jpg https://historicbridges.org/ontario/ninemileroad/little_ninemileroad_4341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ninemileroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.924403,-75.382943
6753 South Branch Road Bridge This medium span Warren pony truss has been closed to traffic. The bridge retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.909390 -75.402612 South Branch Road South Branch South Nation River Rural Stormont Dundas and Glengarry United Counties, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 7 7 90 27.43 90 27.43 0 0 https://historicbridges.org/ontario/southbranchroad/little_southbranchroad_4194_small.jpg https://historicbridges.org/ontario/southbranchroad/little_southbranchroad_4194.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southbranchroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.909390,-75.402612
6754 Severns Bridge Patoka County Bridge 398 This riveted Warren highway through truss bridge has been bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 38.391866 -87.549149 Old Petersburg Road, Old IN-65 (Former Alignment) Patoka River Rural Gibson County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 5 1 0 0 1908 2009 Indiana Bridge Company of Muncie, Indiana 7 7 99 30.18 108 32.92 15.7 4.79 https://historicbridges.org/indiana/severnsbridge/little_severnsbridge_0752_3_4v_small.jpg https://historicbridges.org/indiana/severnsbridge/little_severnsbridge_0752_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/severnsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.391866,-87.549149
6755 Hibbs Ford Bridge Putnam County Bridge 152 This small Pratt through truss span is noted for its ornamental portal knee bracing. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. 39.610479 -86.787449 Devil Backbone Road Deer Creek Rural Putnam County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1906 2006 Attica Bridge Company of Attica, Indiana 7 7 90 27.43 93.8 28.59 16 4.88 https://historicbridges.org/indiana/hibbsfordbridge/little_hibbsfordbridge_5192_3_4v_small.jpg https://historicbridges.org/indiana/hibbsfordbridge/little_hibbsfordbridge_5192_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hibbsfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.610479,-86.787449
6756 Able Mitchell Bridge Parke County Bridge 28, Bridgeton Iron Bridge This bridge is a rare example of an unusual design of the Wrought Iron Bridge Company, mostly found only in Indiana. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.651815 -87.158280 Mansfield Road (County Route 710 South) Big Raccoon Creek Rural Parke County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 10 1 0 0 1892 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 171 52.12 175 53.34 15.2 4.63 https://historicbridges.org/indiana/ablemitchellbridge/little_ablemitchellbridge_5963_4_5v_small.jpg https://historicbridges.org/indiana/ablemitchellbridge/little_ablemitchellbridge_5963_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ablemitchellbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.651815,-87.158280
6757 Dongola Steel Bridge Pike County Bridge 81 This bridge was built to cross a new realignment of the Patoka River that had been completed. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Lawrence J. Utley of Mt. Vernon, Indiana. 38.382923 -87.338105 CR-300 West Patoka River (New Channel, Houchins Ditch) Rural Pike County, Indiana Indiana United States Metal Camelback Rivet-Connected Through Truss Fixed 8 1 0 0 1924 0 Lawrence J. Utley of Mt. Vernon, Indiana 7 7 144 43.89 146 44.5 15.4 4.69 https://historicbridges.org/indiana/dongolasteelbridge/little_dongolasteelbridge_1247a_small.jpg https://historicbridges.org/indiana/dongolasteelbridge/little_dongolasteelbridge_1247a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dongolasteelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.382923,-87.338105
6758 Reynolds Road Bridge Owen County Bridge 135 This bridge is a rare example of a bedstead style pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.211491 -86.977308 CR-550 South (Reynolds Road) Beech Creek Rural Owen County, Indiana Indiana United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 1889 0 Unknown 7 7 49 14.94 50 15.24 11.5 3.51 https://historicbridges.org/indiana/beechcreekbridge/little_beechcreekbridge_7928a_small.jpg https://historicbridges.org/indiana/beechcreekbridge/little_beechcreekbridge_7928a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beechcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.211491,-86.977308
6759 Shawneetown Bridge Earle C. Clements Bridge This is a late but unaltered example of a large-scale truss bridge designed by Sverdrup and Parcel. The technical description of the main or most noteworthy span of the bridge is a 825 ft (251.46 m) metal continuous rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 37.690760 -88.131451 IL-13, KY-556 (Garfield Street) Ohio River Old Shawneetown Gallatin County, Illinois and Union County, Kentucky Illinois and Kentucky United States Metal Modified Warren Rivet-Connected Through Truss Fixed 24 Continuous 2 Metal Warren Rivet-Connected Deck Truss Fixed 12 Continuous 14 1956 0 Allied Structural Steel Company of Chicago, Illinois Sverdrup and Parcel of St. Louis, Missouri 7 7 825 251.46 3200 975.36 24 7.32 https://historicbridges.org/illinois/shawneetownbridge/little_shawneetownbridge_3779a_small.jpg https://historicbridges.org/illinois/shawneetownbridge/little_shawneetownbridge_3605a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/shawneetownbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.690760,-88.131451
6760 Henderson Railroad Bridge This railroad bridge is noted for its long The technical description of the main or most noteworthy span of the bridge is a 675 ft (205.74 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 37.845370 -87.596040 Railroad (CSX) Ohio River and Water Street Henderson Henderson County, Kentucky and Vanderburgh County, Indiana Kentucky and Indiana United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 16 5 Metal Deck Girder Fixed 0 0 1932 0 American Bridge Company of New York, New York 8 8 675 205.74 12123 3695.09 0 0 https://historicbridges.org/kentucky/hendersonrailroadbridge/little_hendersonrailroadbridge_4724_5_6r_small.jpg https://historicbridges.org/kentucky/hendersonrailroadbridge/little_hendersonrailroadbridge_4724_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/hendersonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.845370,-87.596040
6761 Pont Honoré-Mercier (Honoré-Mercier Bridge) This is a unique pair of bridges with a variety of construction dates associated with the various parts of the bridges. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal continuous (arch and suspended deck) rivet-connected through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.415058 -73.656076 QC-138 St. Lawrence River (Fleuve Saint-Laurent) and South Shore Canal (Canal de la Rive Sud) Montréal and Kahnawake Montréal, Québec and Montérégie, Québec Québec Canada Metal Rivet-Connected Through Truss Fixed 0 Continuous (Arch and Suspended Deck) 3 Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 0 1934 0 Dominion Bridge Company of Montréal, Québec 8 8 400 121.92 6342.5 1933.19 0 0 https://historicbridges.org/quebec/ponthonoremercier/little_ponthonoremerciernorth_7559aa_small.jpg https://historicbridges.org/quebec/ponthonoremercier/little_ponthonoremerciernorth_7559aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/ponthonoremercier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.415058,-73.656076
6762 Pont Lachapelle (Lachapelle Bridge) Pont de Cartierville (Cartierville Bridge) Located at the site of the oldest bridge in the city, this rare continuous through truss has been paired with a modern through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 415 ft (126.49 m) metal continuous rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.533030 -73.727990 QC-117 (Boulevard Curé-Labelle) (Northbound) Rivière des Prairies Montréal and Laval Montréal, Québec and Laval, Québec Québec Canada Metal Modified Warren Rivet-Connected Through Truss Fixed 26 Continuous 3 0 0 1930 0 Dominion Bridge Company of Montréal, Québec 8 8 415 126.49 861 262.43 34 10.36 https://historicbridges.org/quebec/pontlachapelle/little_pontlachapelle_5125aa_small.jpg https://historicbridges.org/quebec/pontlachapelle/little_pontlachapelle_5125aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontlachapelle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.533030,-73.727990
6763 Pont Ferroviaire Saint-Laurent (St. Lawrence Railway Bridge) This impressive through truss bridge sits on the location of an earlier famous continuous truss bridge from 1887. The technical description of the main or most noteworthy span of the bridge is a 408.5 ft (124.51 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.416815 -73.660752 Railroad (Canadian Pacific) St. Lawrence River (Fleuve Saint-Laurent) Montréal and Kahnawake Montréal, Québec and Montérégie, Québec Québec Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 18 2 Metal Warren Rivet-Connected Deck Truss Fixed 8 18 1913 0 Dominion Bridge Company of Montréal, Québec 8 8 408.5 124.51 3660 1115.57 0 0 https://historicbridges.org/quebec/kahnawakerailnorth/little_kahnawakerailnorth_7583_4_5raa_small.jpg https://historicbridges.org/quebec/kahnawakerailnorth/little_kahnawakerailnorth_7583_4_5raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/kahnawakerailnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.416815,-73.660752
6764 Pont ferroviaire du Canal de la Rive Sud (South Shore Canal Railway Bridge) This bridge is configured as a pair of vertical lift superstructures which were built to accommodate the construction of the St. Lawrence Seaway at the same time. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. 45.411302 -73.661875 Railroad (Canadian Pacific) South Shore Canal (Canal de la Rive Sud) Kahnawake Montérégie, Québec Québec Canada Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 12 1 Metal Deck Girder 0 4 1959 0 Unknown 6 7 330 100.58 595 181.36 0 0 https://historicbridges.org/quebec/kahnawakeraillift/little_kahnawakeraillift_9101_2_3raa_small.jpg https://historicbridges.org/quebec/kahnawakeraillift/little_kahnawakeraillift_9101_2_3raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/kahnawakeraillift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.411302,-73.661875
6765 Archibald Falls Bridge Crawford County Bridge 44 This bridge is noted for having two spans, each built by a different bridge company. The technical description of the main or most noteworthy span of the bridge is a 86.6 ft (26.4 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Brackett Bridge Company of Cincinnati, Ohio and Lafayette Bridge Company of Lafayette, Indiana. 38.142062 -86.402831 Archibald Falls Road Little Blue River Rural Crawford County, Indiana Indiana United States Metal Pratt Pin-Connected Deck Truss Fixed 5 2 0 0 1892 2005 Brackett Bridge Company of Cincinnati, Ohio and Lafayette Bridge Company of Lafayette, Indiana 7 7 86.6 26.4 169 51.51 13 3.96 https://historicbridges.org/indiana/archibaldfallsbridge/little_archibaldfallsbridge_1298_299_300r_small.jpg https://historicbridges.org/indiana/archibaldfallsbridge/little_archibaldfallsbridge_1298_299_300r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/archibaldfallsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.142062,-86.402831
6766 Alton Bridge Crawford County Bridge 45 This impressive bridge is noted for its length, and combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 38.121162 -86.413001 CR-1 (Alton-Fredonia Road, High Street) Little Blue River Alton Crawford County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Pratt Pin-Connected Full-Slope Pony Truss 4 4 1897 2009 Lafayette Bridge Company of Lafayette, Indiana 8 8 140 42.67 420 128.02 13 3.96 https://historicbridges.org/indiana/altonbridge/little_altonbridge_0287_8_9v_small.jpg https://historicbridges.org/indiana/altonbridge/little_altonbridge_0287_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/altonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.121162,-86.413001
6767 Washington Road Bridge Knox County Bridge 45, Wheatland Bridge This pin connected truss bridge is noted for its relatively long three span configuration. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 38.679754 -87.272537 Washington Road White River Rural Knox County, Indiana and Daviess County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 3 0 0 1903 2017 Indiana Bridge Company of Muncie, Indiana 7 8 140 42.67 570 173.74 15.4 4.69 https://historicbridges.org/indiana/washingtonroadbridge/little_washingtonroadbridge_9713_4_5v_small.jpg https://historicbridges.org/indiana/washingtonroadbridge/little_washingtonroadbridge_9713_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/washingtonroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.679754,-87.272537
6768 Krotz Springs Railroad Bridge This swing bridge had its approach redesigned with a noteworthy, and highly unusual cantilever span in 1938-1940. The technical description of the main or most noteworthy span of the bridge is a 305 ft (92.96 m) metal rivet-connected Double-Intersection Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Union Bridge and Construction Company of Kansas City, Missouri. 30.538677 -91.746656 Railroad (Union Pacific) Atchafalaya River Krotz Springs Pointe Coupee Parish, Louisiana and St. Landry Parish, Louisiana Louisiana United States Metal Double-Intersection Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Warren Rivet-Connected Through Truss Fixed 16 Cantilever 4 1908 2019 Union Bridge and Construction Company of Kansas City, Missouri 8 8 305 92.96 770 234.7 0 0 https://historicbridges.org/louisiana/krotzspringsrailroad/little_krotzspringsrailroad_brg_2688_89_90vib_small.jpg https://historicbridges.org/louisiana/krotzspringsrailroad/little_krotzspringsrailroad_brg_2688_89_90vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/krotzspringsrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.538677,-91.746656
6769 Sunshine Bridge Donaldsonville Bridge Although a late example of a cantilever truss bridge, this bridge is noted for its long approaches and its five main span configuration. The technical description of the main or most noteworthy span of the bridge is a 825 ft (251.46 m) metal bolt-connected arch, fixed. The bridge was primarily built by Morrison Knudsen of Boise, Idaho and American Bridge Company of New York, New York. The bridge was primarily designed by Palmer and Baker Engineers of New Orleans, Louisiana. 30.097925 -90.912203 LA-70 Mississippi River, LA-18, and LA-44 Rural St. James Parish, Louisiana Louisiana United States Metal Bolt-Connected Arch Fixed 20 5 Metal Warren Rivet-Connected Deck Truss Fixed 10 58 1964 2016 Morrison Knudsen of Boise, Idaho and American Bridge Company of New York, New York Palmer and Baker Engineers of New Orleans, Louisiana 7 7 825 251.46 9102 2774.29 56 17.07 https://historicbridges.org/louisiana/sunshinebridge/little_sunshinebridge_brg_4935_6_7vib_small.jpg https://historicbridges.org/louisiana/sunshinebridge/little_sunshinebridge_brg_4935_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/sunshinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.097925,-90.912203
6770 Huey P. Long Baton Rouge Bridge Old Mississippi River Bridge, Airline Highway Bridge This enormous combined highway and railroad cantilever truss bridge has an elaborate ramp system for both the railroad deck and the two cantilevered highway decks as well. The technical description of the main or most noteworthy span of the bridge is a 748 ft (227.99 m) metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Louisiana Highway Commission and Norman E. Lant, and Harrington and Cortelyou. 30.506905 -91.197841 US-190 (Airline Highway) Mississippi River and Various Roads and Railroads Baton Rouge East Baton Rouge Parish, Louisiana and West Baton Rouge Parish, Louisiana Louisiana United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 24 5 Metal Deck Girder Fixed 0 39 1940 1989 Bethlehem Steel Company of Bethlehem, Pennsylvania Louisiana Highway Commission and Norman E. Lant, and Harrington and Cortelyou 8 9 748 227.99 5879 1791.92 48 14.63 https://historicbridges.org/louisiana/batonrougehueyplongbridge/little_batonrougehueyplongbridge_brg_3636_7_8vib_small.jpg https://historicbridges.org/louisiana/batonrougehueyplongbridge/little_batonrougehueyplongbridge_brg_3636_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/batonrougehueyplongbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.506905,-91.197841
6771 Gulfgate Bridge Martin Luther King Bridge An extremely late example of an arched cantilever through truss, this bridge still retains the pleasing curved shape of earlier examples. The technical description of the main or most noteworthy span of the bridge is a 664 ft (202.39 m) metal cantilever (arched) bolt-connected Warren through truss, fixed. The bridge was primarily built by Coastal Construction Company of Houston, Texas. 29.853456 -93.944778 TX-82 (Martin Luther King Junior Drive) Sabine-Neches Waterway (Gulf Intracoastal Waterway) Port Arthur Jefferson County, Texas Texas United States Metal Warren Bolt-Connected Through Truss Fixed 20 Cantilever (Arched) 3 Metal Deck Girder Fixed 0 41 1970 0 Coastal Construction Company of Houston, Texas 5 6 664 202.39 5032 1533.75 28 8.53 https://historicbridges.org/texas/portarthur/little_portarthur_brg_6282_3_4vib_small.jpg https://historicbridges.org/texas/portarthur/little_portarthur_brg_6282_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/portarthur/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.853456,-93.944778
6772 ! Calcasieu River Bridge Lake Charles Bridge, Westlake Bridge, Louisiana Memorial World War II Bridge This bridge is noted for its uncommon arched truss design, as well as its unique railings that feature guns on them. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Louisiana Highway Commission and Norman E. Lant. 30.237093 -93.246847 I-10, US-90 Calcasieu River Lake Charles and Westlake Calcasieu Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Fixed 14 Cantilever (Arched) 3 Metal Stringer (Multi-Beam) Fixed 0 94 1952 0 Virginia Bridge Company of Roanoke, Virginia Louisiana Highway Commission and Norman E. Lant 7 7 420 128.02 6607 2013.81 52.5 16 https://historicbridges.org/louisiana/lakecharles/little_lakecharles_brg_7107_8_9vib_small.jpg https://historicbridges.org/louisiana/lakecharles/little_lakecharles_brg_7107_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/lakecharles/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.237093,-93.246847
6773 Paris Road Bridge Gulf Outlet Canal Bridge, Green Bridge This unusual bridge is configured as a cantilever truss bridge with a tied arch for its suspended span. The technical description of the main or most noteworthy span of the bridge is a 702 ft (213.97 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Foster and Creighton Company of Nashville, Tennessee and American Bridge Company of New York, New York. The bridge was primarily designed by Hardesty and Hanover of New York, New York and Barnard and Burk of Baton Rouge, Louisiana. 30.004990 -89.939170 LA-47 (Paris Road) Mississippi River Gulf Outlet Canal (Gulf Intracoastal Waterway) New Orleans Orleans Parish, Louisiana Louisiana United States Metal Warren Bolt-Connected Through Truss Fixed 0 Cantilever (Arch and Suspended Deck) 3 Metal Deck Girder Fixed 0 66 1967 0 Foster and Creighton Company of Nashville, Tennessee and American Bridge Company of New York, New York Hardesty and Hanover of New York, New York and Barnard and Burk of Baton Rouge, Louisiana 6 7 702 213.97 6622 2018.39 58 17.68 https://historicbridges.org/louisiana/parisroadbridge/little_parisroadbridge_brg_4297_small.jpg https://historicbridges.org/louisiana/parisroadbridge/little_parisroadbridge_brg_4297.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/parisroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.004990,-89.939170
6774 ! Sagamore Bridge This is one of two similar bridges of very beautiful design over this canal. The technical description of the main or most noteworthy span of the bridge is a 616 ft (187.76 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. 41.776192 -70.543584 US-6 and MA-3 Cape Cod Canal and Sandwich Road Sagamore Barnstable County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Through Truss Fixed 14 Continuous (Arch and Suspended Deck) 3 Concrete Deck Girder Fixed 0 1 1935 1981 American Bridge Company of New York, New York Fay, Spofford, and Thorndike of Boston, Massachusetts 8 8 616 187.76 1408 429.16 39.7 12.1 https://historicbridges.org/massachusetts/sagamorebridge/little_sagamorebridge_9486_7_8vib_small.jpg https://historicbridges.org/massachusetts/sagamorebridge/little_sagamorebridge_9486_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/sagamorebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.776192,-70.543584
6775 ! Bourne Bridge This is one of two similar bridges of very beautiful design over this canal. The technical description of the main or most noteworthy span of the bridge is a 616 ft (187.76 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Fay, Spofford, and Thorndike of Boston, Massachusetts. 41.747749 -70.589670 MA-28 Cape Cod Canal and Sandwich Road Bourne Barnstable County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Through Truss Fixed 14 Continuous (Arch and Suspended Deck) 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 4 1935 1981 American Bridge Company of New York, New York Fay, Spofford, and Thorndike of Boston, Massachusetts 8 8 616 187.76 2384 726.64 39.7 12.1 https://historicbridges.org/massachusetts/bournebridge/little_bournebridge_9183_4_5vib_small.jpg https://historicbridges.org/massachusetts/bournebridge/little_bournebridge_9183_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bournebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.747749,-70.589670
6776 Cape Cod Canal Railroad Bridge Buzzards Bay Railroad Bridge This enormous vertical lift bridge had the longest lift span in the world for many years and is also noted for its ornamental detailing. The technical description of the main or most noteworthy span of the bridge is a 544 ft (165.81 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Parsons, Klapp, Brinckerhoff and Douglas of New York City, New York. 41.741978 -70.613561 Railroad (Mass Coastal Railroad) Cape Cod Canal Buzzards Bay Barnstable County, Massachusetts Massachusetts United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 18 1 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 4 2 1935 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Parsons, Klapp, Brinckerhoff and Douglas of New York City, New York 9 9 544 165.81 806 245.67 0 0 https://historicbridges.org/massachusetts/buzzardsbayrailroadbridge/little_buzzardsbayrailroadbridge_8457_8_9vib_small.jpg https://historicbridges.org/massachusetts/buzzardsbayrailroadbridge/little_buzzardsbayrailroadbridge_8457_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/buzzardsbayrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.741978,-70.613561
6777 Natchez-Vidalia Bridge This bridge, today paired with a modern cantilever truss, is a very early example of a truss bridge with no v-lacing or lattice on its members. The technical description of the main or most noteworthy span of the bridge is a 875 ft (266.7 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Dravo Contracting Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Ash, Howard, Needles, and Tammen of New York, New York. 31.558967 -91.420145 US-84 and US-425 (Westbound) (John R. Junkin Drive) Mississippi River Natchez and Vidalia Adams County, Mississippi and Concordia Parish, Louisiana Mississippi and Louisiana United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 5 Metal Deck Girder Fixed 0 Continuous 6 1940 2014 Bethlehem Steel Company of Bethlehem, Pennsylvania and Dravo Contracting Company of Pittsburgh, Pennsylvania Ash, Howard, Needles, and Tammen of New York, New York 7 7 875 266.7 4205 1281.68 24 7.32 https://historicbridges.org/mississippi/natchezbridge/little_img_natchezbridge_1024_small.jpg https://historicbridges.org/mississippi/natchezbridge/little_img_natchezbridge_1024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/natchezbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.558967,-91.420145
6778 Simmesport Bridge This bridge was likely among the last bridges built in the United States using rivets in its steel. The technical description of the main or most noteworthy span of the bridge is a 720 ft (219.46 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) and J. H. Beasley Company of Dallas, Texas. The bridge was primarily designed by Modjeski and Masters. 30.977804 -91.803703 LA-1 Atchafalaya River Simmesport Avoyelles Parish, Louisiana and Pointe Coupee Parish, Louisiana Louisiana United States Metal Warren Bolt-Connected Through Truss Fixed 0 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 25 1971 0 Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) and J. H. Beasley Company of Dallas, Texas Modjeski and Masters 4 6 720 219.46 3957 1206.09 30 9.14 https://historicbridges.org/louisiana/simmesportbridge/little_simmesportbridge_brg_1164_5_6vib_small.jpg https://historicbridges.org/louisiana/simmesportbridge/little_simmesportbridge_brg_1164_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/simmesportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.977804,-91.803703
6779 Krotz Springs Bridge Frank and Sal Diesi Bridge This post-1970 bridge of modern design details is of limited historic significance, but offers a look at the evolution of bridge design, and is at the site of a former K-truss bridge. The technical description of the main or most noteworthy span of the bridge is a 780 ft (237.74 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by J. H. Beasley Company of Dallas, Texas. 30.546382 -91.749674 US-190 (Westbound) Atchafalaya River Krotz Springs Pointe Coupee Parish, Louisiana and St. Landry Parish, Louisiana Louisiana United States Metal Warren Bolt-Connected Through Truss Fixed 0 Continuous 3 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 26 1973 0 J. H. Beasley Company of Dallas, Texas 2 2 780 237.74 3403 1037.23 34 10.36 https://historicbridges.org/louisiana/krotzsprings/little_krotzsprings_brg_2202_3_4vib_small.jpg https://historicbridges.org/louisiana/krotzsprings/little_krotzsprings_brg_2202_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/krotzsprings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.546382,-91.749674
6780 Horace Wilkinson Bridge New Bridge This late example of a cantilever truss bridge is noted for its span length and significant roadway width. The technical description of the main or most noteworthy span of the bridge is a 1235 ft (376.43 m) metal cantilever bolt-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. 30.439670 -91.198164 I-10 Mississippi River and Various Roads and Railroads Baton Rouge East Baton Rouge Parish, Louisiana and West Baton Rouge Parish, Louisiana Louisiana United States Metal Warren Bolt-Connected Through Truss Fixed 28 Cantilever 3 Metal Warren Bolt-Connected Deck Truss Fixed 12 Cantilever 6 1968 0 American Bridge Company of New York, New York Modjeski and Masters 6 6 1235 376.43 4550 1386.84 81.7 24.9 https://historicbridges.org/louisiana/horacewilkinsonbridge/little_horacewilkinsonbridge_brg_3966_7_8vib_small.jpg https://historicbridges.org/louisiana/horacewilkinsonbridge/little_horacewilkinsonbridge_brg_3966_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/horacewilkinsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.439670,-91.198164
6781 Mount Hope Bridge This is one of the most beautiful bridges in New England, designed by famous engineer David Steinman. The technical description of the main or most noteworthy span of the bridge is a 1200 ft (365.76 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Robinson and Steinman of New York, New York and William G. Grove. 41.640080 -71.258387 RI-114 Mount Hope Bay Bristol Newport County, Rhode Island and Bristol County, Rhode Island Rhode Island United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Through Girder Fixed 0 28 1929 1985 McClintic-Marshall Company of Pittsburgh, Pennsylvania Robinson and Steinman of New York, New York and William G. Grove 9 10 1200 365.76 4858 1480.72 27 8.23 https://historicbridges.org/rhodeisland/mounthope/little_mounthope_7528_29_30vib_small.jpg https://historicbridges.org/rhodeisland/mounthope/little_mounthope_7528_29_30vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/mounthope/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.640080,-71.258387
6782 Arkwright Bridge This abandoned bridge is the only Phoenix column bridge in Rhode Island, and it retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 41.730531 -71.546468 Hill Street North Branch Pawtuxet River Coventry Kent County, Rhode Island and Providence County, Rhode Island Rhode Island United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1888 1998 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 9 127 38.71 133 40.54 16 4.88 https://historicbridges.org/rhodeisland/arkwrightbridge/little_arkwrightbridge_4357_8_9vib_small.jpg https://historicbridges.org/rhodeisland/arkwrightbridge/little_arkwrightbridge_4357_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/arkwrightbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730531,-71.546468
6783 Wickford Cove Bridge Clarence L. Hussey Memorial Bridge, Hamilton Avenue Bridge The only rainbow arch bridge in the state, this bridge is unique because it has exposed steel hangers and diagonal bracing. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Rainbow through arch, fixed. The bridge was primarily built by L. E. McLaughlin of New London, Connecticut. The bridge was primarily designed by Rhode Island State Board of Public Roads and Clarence Loring Hussey. 41.568389 -71.452167 US-1A (Boston Neck Road) Wickford Cove North Kingston Washington County, Rhode Island Rhode Island United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1925 2016 L. E. McLaughlin of New London, Connecticut Rhode Island State Board of Public Roads and Clarence Loring Hussey 8 10 80 24.38 84 25.6 26 7.92 https://historicbridges.org/rhodeisland/wickfordcovebridge/little_wickfordcovebridge_6370_small.jpg https://historicbridges.org/rhodeisland/wickfordcovebridge/little_wickfordcovebridge_6370.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/wickfordcovebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.568389,-71.452167
6784 Pont Walker (Walker Bridge) This is a noteworthy example of a Baltimore highway truss bridge, and it has been rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). 45.083046 -74.175073 Rue Lorne Rivière Châteauguay Huntingdon Montérégie, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1911 2012 Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) 7 7 146 44.5 146 44.5 15 4.57 https://historicbridges.org/quebec/huntingdon/little_huntingdon_7247aa_small.jpg https://historicbridges.org/quebec/huntingdon/little_huntingdon_7247aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/huntingdon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.083046,-74.175073
6785 Calhoun Street Bridge Calhoun Street Toll-Supported Bridge This is the second longest surviving Phoenix column truss bridge, and it has been preserved for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 40.219734 -74.778333 Calhoun Street and Trenton Avenue (Historic Lincoln Highway) Delaware River Trenton and Morrisville Mercer County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 9 7 0 0 1884 2010 Phoenix Bridge Company of Phoenixville, Pennsylvania 9 10 180 54.86 1277 389.23 18.4 5.61 https://historicbridges.org/newjersey/calhounstreetbridge/little_calhounstreetbridge_4491_2_3vib_small.jpg https://historicbridges.org/newjersey/calhounstreetbridge/little_calhounstreetbridge_4491_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/calhounstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.219734,-74.778333
6786 Lower Trenton Bridge Trenton Makes The World Takes Bridge (Lower Trenton Toll-Supported Bridge) This bridge sits on an ancient 1806 stone substructure and is noted for its rare design consisting of three truss lines, and is also noted for its Trenton Makes sign. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.210469 -74.768415 Bridge Street (Historic Lincoln Highway) Delaware River Trenton and Morrisville Mercer County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 12 5 0 0 1928 1997 American Bridge Company of New York, New York 7 7 210 64.01 1021 311.2 40 12.19 https://historicbridges.org/newjersey/lowertrentonbridge/little_lowertrentonbridge_3852_small.jpg https://historicbridges.org/newjersey/lowertrentonbridge/little_lowertrentonbridge_3852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/lowertrentonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210469,-74.768415
6787 Morrisville-Trenton Railroad Bridge This is one of the great stone arch bridges built by the Pennsylvania Railroad, noted for its length and number of spans. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by Charles A Sims and Company of Philadelphia, Pennsylvania. The bridge was primarily designed by William H. Brown. 40.207938 -74.767530 Railroad (Amtrak Northeast Corridor) (Former Pennsylvania Railroad) Delaware River Trenton and Morrisville Mercer County, New Jersey and Bucks County, Pennsylvania New Jersey and Pennsylvania United States Stone Segmental Deck Arch Fixed 0 18 0 0 1902 0 Charles A Sims and Company of Philadelphia, Pennsylvania William H. Brown 8 8 66 20.12 1420 432.82 0 0 https://historicbridges.org/newjersey/morrisvilletrentonrailroadbridge/little_morrisvilletrentonrailroadbridge_4299_300_301vib_small.jpg https://historicbridges.org/newjersey/morrisvilletrentonrailroadbridge/little_morrisvilletrentonrailroadbridge_4299_300_301vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/morrisvilletrentonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.207938,-74.767530
6788 Atwells Avenue Bridge Although it no longer bears live loads, this unique truss bridge is the oldest iron bridge in the state and one of the oldest rivet connected truss bridges in North America. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Delaware Bridge Company of New York, New York. 41.824531 -71.438260 Atwells Avenue Woonasquatucket River Providence Providence County, Rhode Island Rhode Island United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1875 2015 Delaware Bridge Company of New York, New York 9 10 54 16.46 54 16.46 39 11.89 https://historicbridges.org/rhodeisland/atwellsavenuebridge/little_atwellsavenuebridge_6154_5_6vib_small.jpg https://historicbridges.org/rhodeisland/atwellsavenuebridge/little_atwellsavenuebridge_6154_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/atwellsavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.824531,-71.438260
6789 Interlaken Mill Bridge This long-abandoned bridge is one of only two lenticular truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.728253 -71.543933 Mill Access Road Pawtuxet River Coventry Kent County, Rhode Island Rhode Island United States Metal Lenticular Pin-Connected Pony Truss Fixed 6 1 0 0 1885 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 90 27.43 92 28.04 18.6 5.67 https://historicbridges.org/rhodeisland/interlakenmill/little_chestergehman-ri-01m-05_small.jpg https://historicbridges.org/rhodeisland/interlakenmill/little_chestergehman-ri-01m-05.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/interlakenmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.728253,-71.543933
6790 Newport Bridge Claiborne Pell Bridge This is the younger of two impressive suspension bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 1600 ft (487.68 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Parsons, Brinckerhoff, Quade and Douglas of New York City, New York. 41.503556 -71.342279 RI-138 East Passage Narragansett Bay Newport Newport County, Rhode Island Rhode Island United States Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 Metal Warren Bolt-Connected Deck Truss Fixed 0 Continuous 52 1969 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Parsons, Brinckerhoff, Quade and Douglas of New York City, New York 6 6 1600 487.68 11248 3428.39 48 14.63 https://historicbridges.org/rhodeisland/newportbridge/little_newportbridge_6889_90_91vib_small.jpg https://historicbridges.org/rhodeisland/newportbridge/little_newportbridge_6889_90_91vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/newportbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.503556,-71.342279
6791 Church Street Bridge This is one of the oldest rivet-connected truss bridges in the country, and was built by a company that specialized in rivet-connected truss bridges. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 41.907600 -71.392103 Church Street Railroad (Providence and Worcester Railroad) Cumberland Providence County, Rhode Island Rhode Island United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1882 1995 Boston Bridge Works of Boston, Massachusetts 9 9 107 32.61 108.6 33.1 14.8 4.51 https://historicbridges.org/rhodeisland/churchstreetbridge/little_churchstreetbridge_5836_7_8vib_small.jpg https://historicbridges.org/rhodeisland/churchstreetbridge/little_churchstreetbridge_5836_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/churchstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.907600,-71.392103
6792 Point Street Bridge Although it no longer opens for boats, this bridge remains an excellent example of a 1920s highway swing bridge. The technical description of the main or most noteworthy span of the bridge is a 284 ft (86.56 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by Frank S. Nolan (City of Providence). 41.818047 -71.403623 Point Street Providence River Providence Providence County, Rhode Island Rhode Island United States Metal Warren Rivet-Connected Through Truss Movable: Swing 0 1 Metal Stringer (Multi-Beam) Fixed 0 6 1927 1999 Boston Bridge Works of Boston, Massachusetts Frank S. Nolan (City of Providence) 7 8 284 86.56 528 160.93 39 11.89 https://historicbridges.org/rhodeisland/pointstreetbridge/little_pointstreetbridge_4546_7_8vib_small.jpg https://historicbridges.org/rhodeisland/pointstreetbridge/little_pointstreetbridge_4546_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/pointstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.818047,-71.403623
6793 Shea Bridge Stillwater Road Bridge One of the smallest lenticular truss bridges in the country, this is one of only two such bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.899958 -71.388787 Pedestrian Walkway Mill Race Cumberland Providence County, Rhode Island Rhode Island United States Metal Lenticular Pin-Connected Pony Truss Fixed 3 1 0 0 1886 1994 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 49 14.94 50 15.24 22 6.71 https://historicbridges.org/rhodeisland/sheabridge/little_sheabridge_5488_89_90vib_small.jpg https://historicbridges.org/rhodeisland/sheabridge/little_sheabridge_5488_89_90vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/sheabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899958,-71.388787
6794 ! Crook Point Bascule Bridge Abandoned in the raised position, this is one of the oldest surviving Scherzer rolling lift bascule bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Warren through truss, movable: bascule, Rolling Lift. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.823853 -71.385083 Railroad (Providence and Worcester Railroad) Seekonk River Pawtucket Providence County, Rhode Island Rhode Island United States Metal Warren Rivet-Connected Through Truss Movable: Bascule Rolling Lift 0 1 0 0 1907 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 8 134 40.84 830 252.98 0 0 https://historicbridges.org/rhodeisland/crookpointbridge/little_crookpointbridge_5029_30_31vib_small.jpg https://historicbridges.org/rhodeisland/crookpointbridge/little_crookpointbridge_5029_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/crookpointbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.823853,-71.385083
6795 Division Street Bridge This multi-span high-level stone arch viaduct with a brick barrel is the most impressive stone arch bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Horace Foster of Pawtucket, Rhode Island. The bridge was primarily designed by Cushing and Company of Providence, Rhode Island. 41.872670 -71.384378 Division Street (Grace Street) Seekonk River and Taft Street Pawtucket Providence County, Rhode Island Rhode Island United States Stone and Brick Segmental Deck Arch Fixed 0 9 0 0 1877 1985 Horace Foster of Pawtucket, Rhode Island Cushing and Company of Providence, Rhode Island 7 8 54 16.46 447 136.25 26 7.92 https://historicbridges.org/rhodeisland/divisionstreetbridge/little_divisionstreetbridge_5173_4_5vib_small.jpg https://historicbridges.org/rhodeisland/divisionstreetbridge/little_divisionstreetbridge_5173_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/divisionstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.872670,-71.384378
6796 Broad Street Bridge Sri Chinmoy Peace Bridge This is an attractive and good example of a concrete arch bridge that has been faced in stone to make it look like a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 66.6 ft (20.3 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Howard F. Esten and Frank H. Black. 41.899356 -71.390091 Broad Street (RI-114) Blackstone River Cumberland and Central Falls Providence County, Rhode Island Rhode Island United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1915 0 Unknown Howard F. Esten and Frank H. Black 6 6 66.6 20.3 215 65.53 42 12.8 https://historicbridges.org/rhodeisland/broadstreetbridge/little_broadstreetbridge_5716_small.jpg https://historicbridges.org/rhodeisland/broadstreetbridge/little_broadstreetbridge_5716.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/broadstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.899356,-71.390091
6797 Exchange Street Bridge Morris Nathanson Bridge This is a good example of a stone faced concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.879865 -71.381496 Exchange Street (RI-15 and RI-114) Blackstone River Pawtucket Providence County, Rhode Island Rhode Island United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1928 0 Unknown 5 6 96 29.26 210 64.01 38 11.58 https://historicbridges.org/rhodeisland/exchangestreetbridge/little_exchangestreetbridge_5314_5_6vib_small.jpg https://historicbridges.org/rhodeisland/exchangestreetbridge/little_exchangestreetbridge_5314_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/exchangestreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.879865,-71.381496
6798 Roosevelt Avenue Bridge This attractive concrete arch bridge is noted for its stone facing. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph R. Worcester and Company of Boston, Massachusetts. 41.888615 -71.381762 Roosevelt Avenue Blackstone River Pawtucket and Central Falls Providence County, Rhode Island Rhode Island United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1910 0 Unknown Joseph R. Worcester and Company of Boston, Massachusetts 6 7 65 19.81 189 57.61 32.2 9.81 https://historicbridges.org/rhodeisland/rooseveltavenuebridge/little_rooseveltavenuebridge_5374_5_6vr_small.jpg https://historicbridges.org/rhodeisland/rooseveltavenuebridge/little_rooseveltavenuebridge_5374_5_6vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/rooseveltavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.888615,-71.381762
6799 Hope Bridge Although buried behind vegetation, this skewed bridge is a good example of a state designed concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by A. I. Savin of Hartford, Connecticut. The bridge was primarily designed by Rhode Island State Board of Public Roads. 41.730120 -71.562909 RI-116 (Main Street) Pawtuxet River Scituate Providence County, Rhode Island Rhode Island United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1929 0 A. I. Savin of Hartford, Connecticut Rhode Island State Board of Public Roads 5 5 90 27.43 90 27.43 44 13.41 https://historicbridges.org/rhodeisland/hopebridge/little_hopebridge_4126_7_8vib_small.jpg https://historicbridges.org/rhodeisland/hopebridge/little_hopebridge_4126_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=rhodeisland/hopebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.730120,-71.562909
6800 12 Mile Creek Railway Bridge This traditionally composed deck plate girder is one of a number of heritage bridges on this railway in the region. The technical description of the main or most noteworthy span of the bridge is a 103.8 ft (31.64 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.145877 -79.244868 Railroad (Canadian National) 12 Mile Creek St. Catharines Niagara Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 5 0 0 0 0 Unknown 5 6 103.8 31.64 430.7 131.28 26 7.92 https://historicbridges.org/ontario/12mile/little_img_9785_small.jpg https://historicbridges.org/ontario/12mile/little_img_9785.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/12mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.145877,-79.244868
6801 Armstrong Bridge Ontario Street Bridge This is an unusual high level viaduct type bridge noted for its multiple pony truss spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 45.621977 -79.409853 Ontario Street (Highway 520) Magnetawan River, Railroad (Abandoned Canadian National), and Syples Street Burks Falls Parry Sound District, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 7 2 Metal Stringer (Multi-Beam) Fixed 0 3 1938 2017 Canadian Bridge Company of Walkerville, Ontario 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/armstrong/little_ian_0020_small.jpg https://historicbridges.org/ontario/armstrong/little_ian_0020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/armstrong/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.621977,-79.409853
6802 Larose Bridge This truly unique bridge is noted for its extremely rare main span, a timber lattice deck truss. The technical description of the main or most noteworthy span of the bridge is a wood Lattice deck truss, fixed. The bridge was primarily built by Unknown. 47.398607 -79.677472 Kerr Lake Road Railroad (Ontario Northland Railway) Township of Coleman and Town of Cobalt Timiskaming District, Ontario Ontario Canada Wood Lattice Deck Truss Fixed 0 1 Concrete T-Beam Fixed 0 5 0 0 Unknown 9 10 0 0 0 0 0 0 https://historicbridges.org/ontario/larosebridge/little_ian_0103edit_small.jpg https://historicbridges.org/ontario/larosebridge/little_ian_0103edit.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/larosebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.398607,-79.677472
6803 Mystic River Bascule Bridge A beautiful centerpiece attraction for the area, this beautifully preserved bridge is one of the only Brown bascule bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, movable: single leaf bascule, Brown. The bridge was primarily built by American Bridge Company of New York, New York and J. E. Fitzgerald Company of New London, Connecticut. The bridge was primarily designed by Waddell and Son of Kansas City, Missouri and Thomas Ellis Brown. 41.354728 -71.968695 US-1 (Main Street) Mystic River Mystic New London County, Connecticut Connecticut United States Metal Through Girder Movable: Single Leaf Bascule Brown 0 1 Metal Through Girder Fixed 0 3 1922 2012 American Bridge Company of New York, New York and J. E. Fitzgerald Company of New London, Connecticut Waddell and Son of Kansas City, Missouri and Thomas Ellis Brown 9 9 85 25.91 220 67.06 33 10.06 https://historicbridges.org/connecticut/mysticriverbasculebridge/little_mysticriverbasculebridge_3742_3_4vib_small.jpg https://historicbridges.org/connecticut/mysticriverbasculebridge/little_mysticriverbasculebridge_3742_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mysticriverbasculebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.354728,-71.968695
6804 ! Outlook Railway Bridge Skytrail Pedestrian Bridge At severe risk for collapse due to a failing substructure, this bridge's trusses, salvaged from the famous Lachine Bridge in Montréal, are the longest Whipple truss in Canada. The technical description of the main or most noteworthy span of the bridge is a 242 ft (73.76 m) metal pin-connected Whipple (Double-Intersection Pratt) deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by C. Schaler Smith. 51.489966 -107.073610 Railroad (Rail-Trail) (Former Canadian Pacific) South Saskatchewan River Outlook Division 11 (Saskatoon), Saskatchewan Saskatchewan Canada Metal Whipple (Double-Intersection Pratt) Pin-Connected Deck Truss Fixed 12 8 Metal Deck Girder Fixed 0 19 1887 1912 Dominion Bridge Company of Montréal, Québec C. Schaler Smith 10 10 242 73.76 3004 915.62 0 0 https://historicbridges.org/saskatchewan/outlookbridge/little_outlook_outlook_saskatchewan_0508_small.jpg https://historicbridges.org/saskatchewan/outlookbridge/little_outlook_outlook_saskatchewan_0508.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/outlookbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.489966,-107.073610
6805 Scotsguard Bridge This abandoned bridge is a very impressive and rare multi-span concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 49.726270 -108.180077 SK-13 (Abandoned Alignment) Notukeu Creek and Railroad (Canadian National) Bone Creek No. 108 Division 4 (Maple Creek), Saskatchewan Saskatchewan Canada Concrete Rainbow Through Arch Fixed 0 6 0 0 1936 0 Unknown 8 9 0 0 290 88.39 0 0 https://historicbridges.org/saskatchewan/scotsguardbridge/little_scotsguard_rm_of_bone_creek_no_108_saskatchewan_0526_small.jpg https://historicbridges.org/saskatchewan/scotsguardbridge/little_scotsguard_rm_of_bone_creek_no_108_saskatchewan_0526.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/scotsguardbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.726270,-108.180077
6806 Outlook Bridge Big Orange Bridge This impressive multi-span through truss bridge was bypassed and left in place. The technical description of the main or most noteworthy span of the bridge is a 219 ft (66.75 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Bird, Woodall and Simpson, of Regina, Saskatchewan. 51.474643 -107.077292 SK-15 (Abandoned Alignment) South Saskatchewan River Outlook Division 11 (Saskatoon), Saskatchewan Saskatchewan Canada Metal Parker Rivet-Connected Through Truss Fixed 9 5 0 1 1936 0 Bird, Woodall and Simpson, of Regina, Saskatchewan 7 7 219 66.75 1154 351.74 0 0 https://historicbridges.org/saskatchewan/bigorangebridge/little_big_orange_outlook_saskatchewan_0007_small.jpg https://historicbridges.org/saskatchewan/bigorangebridge/little_big_orange_outlook_saskatchewan_0007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/bigorangebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.474643,-107.077292
6807 Canmore Engine Bridge Located in a breathtaking setting is this rare 1880 Whipple truss that was moved, refurbished, and erected here in the 1890s. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by T. B. Company. 51.091475 -115.369939 Railroad (Spur Line Rail-Trail) Bow River Canmore Bighorn District, Alberta Alberta Canada Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 Metal Warren Rivet-Connected Pony Truss Fixed 6 1 1880 1891 T. B. Company 9 10 205 62.48 320 97.54 0 0 https://historicbridges.org/alberta/enginebridge/little_engine_over_the_bow_river_canmore_alberta_0239_small.jpg https://historicbridges.org/alberta/enginebridge/little_engine_over_the_bow_river_canmore_alberta_0239.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/enginebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.091475,-115.369939
6808 Lethbridge Viaduct High Level Bridge This enormous bridge is noted as the longest and highest bridge of its kind, and is truly the king of the tower and girder type railway bridges. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 49.697500 -112.868611 Railroad (Canadian Pacific) Oldman River Lethbridge Lethbridge County, Alberta Alberta Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder Fixed 0 66 1909 0 Canadian Bridge Company of Walkerville, Ontario 10 10 167 50.9 5327 1623.67 0 0 https://historicbridges.org/alberta/lethbridgeviaduct/little_leth_viaduct_leth_alberta_0371_small.jpg https://historicbridges.org/alberta/lethbridgeviaduct/little_leth_viaduct_leth_alberta_0371.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/lethbridgeviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.697500,-112.868611
6809 Big Valley Bridge Mackenzie Crossing Bridge This is an impressive two span Parker through truss. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 52.025451 -112.947594 AB-590 Red Deer River Rural Red Deer County, Alberta and Stettler County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 12 2 0 0 1930 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 250 76.2 500 152.4 0 0 https://historicbridges.org/alberta/bigvalleybridge/little_big_valley_red_deer_county_and_stettler_county_alberta_0078_small.jpg https://historicbridges.org/alberta/bigvalleybridge/little_big_valley_red_deer_county_and_stettler_county_alberta_0078.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bigvalleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.025451,-112.947594
6810 Calabogie Railway Bridge This is a rare 19th century rivet-connected Double-Warren deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 45.301437 -76.719663 Railroad (Kingston and Pembroke Rail Trail) (Former Canadian Pacific Kingston Subdivision) North Branch Madawaska River Calabogie Renfrew County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 7 1 0 0 1897 0 Hamilton Bridge Company of Hamilton, Ontario 8 8 0 0 0 0 0 0 https://historicbridges.org/ontario/kandprailtrailbridge/little_ian_0097_small.jpg https://historicbridges.org/ontario/kandprailtrailbridge/little_ian_0097.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kandprailtrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.301437,-76.719663
6811 Chief William Commanda Bridge Prince of Wales Bridge This large bridge is actually two bridges that cross the river via an island. The technical description of the main or most noteworthy span of the bridge is a 258.5 ft (78.79 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.418187 -75.729443 Railroad (Abandoned Canadian Pacific) Ottawa River (Rivière des Outaouais) Ottawa and Gatineau Ottawa City, Ontario and Outaouais, Québec Ontario and Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 10 13 0 0 1926 0 Dominion Bridge Company of Montréal, Québec 7 7 258.5 78.79 2152.5 656.08 0 0 https://historicbridges.org/ontario/princeofwales/little_northbridge_lookingnw_1_small.jpg https://historicbridges.org/ontario/princeofwales/little_northbridge_lookingnw_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/princeofwales/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.418187,-75.729443
6812 ! Clyde Forks Bridge This is a riveted pony truss bridge noted for its span length. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.133680 -76.672734 Clyde Forks Road Clyde River Clyde Forks (Lanark Highlands) Lanark County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 0 1 Warren Rivet-Connected Pony Truss Fixed 6 0 0 1960 Unknown 6 6 107 32.61 107 32.61 23 7.01 https://historicbridges.org/ontario/clydeforks/little_ian_0023edit_small.jpg https://historicbridges.org/ontario/clydeforks/little_ian_0023edit.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/clydeforks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.133680,-76.672734
6813 12 Foot Davis Park Bridge This relatively simple Pratt truss displays bolts on its field connections and rivets on the shop fastened members. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 56.231233 -117.284145 Pedestrian Walkway Heart River Peace River Northern Sunrise County, Alberta Alberta Canada Metal Pratt Bolt-Connected Through Truss Fixed 12 1 0 0 1921 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 0 0 0 0 0 0 https://historicbridges.org/alberta/12footdavisparkbridge/little_12_foot_davis_park_peace_river_alberta_0002_small.jpg https://historicbridges.org/alberta/12footdavisparkbridge/little_12_foot_davis_park_peace_river_alberta_0002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/12footdavisparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.231233,-117.284145
6814 Peace River Bridge This is a large, but fairly late example of a steel tied arch bridge. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 56.240011 -117.304445 AB-2 Peace River Peace River Northern Sunrise County, Alberta Alberta Canada Metal Solid Ribbed Tied Through Arch Fixed 0 4 Metal Stringer (Multi-Beam) Fixed 0 4 1968 0 Unknown 4 5 410 124.97 1840 560.83 0 0 https://historicbridges.org/alberta/hwy2peaceriverbridge/little_hwy_2_peace_river_peace_river_alberta_0292_small.jpg https://historicbridges.org/alberta/hwy2peaceriverbridge/little_hwy_2_peace_river_peace_river_alberta_0292.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy2peaceriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.240011,-117.304445
6815 Peace River Railway Bridge This impressive bridge features a single through truss span and a series of deck truss Warren truss spans with an uncommon X pattern of diagonals in the center panel. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 56.239148 -117.304077 Railroad (Canadian National) Peace River Peace River Northern Sunrise County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Modified Warren Rivet-Connected Deck Truss Fixed 0 10 1918 0 Unknown 7 7 200 60.96 1840 560.83 0 0 https://historicbridges.org/alberta/cnrpeaceriver/little_cnr_peace_river_railroad_peace_river_alberta_0159_small.jpg https://historicbridges.org/alberta/cnrpeaceriver/little_cnr_peace_river_railroad_peace_river_alberta_0159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrpeaceriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.239148,-117.304077
6816 Heart River Railway Bridge This high level bridge consists of a deck truss span and plate girder spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 56.229379 -117.281200 Railroad (Canadian National) Heart River Peace River Northern Sunrise County, Alberta Alberta Canada Metal Pratt Rivet-Connected Deck Truss Fixed 5 1 Metal Deck Girder Fixed 0 11 1916 0 Unknown 6 6 0 0 660 201.17 0 0 https://historicbridges.org/alberta/cnrheartriverbridge/little_cnr_heart_river_peace_river_alberta_0149_small.jpg https://historicbridges.org/alberta/cnrheartriverbridge/little_cnr_heart_river_peace_river_alberta_0149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrheartriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.229379,-117.281200
6817 AB-56 Bridge This is a relatively late example of a pony truss bridge, and it features member design details typical of the mid 20th century. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 52.787214 -112.713146 AB-56 Battle River Rural Camrose County, Alberta Alberta Canada Metal Polygonal Warren Bolt-Connected Pony Truss Fixed 6 2 0 0 1956 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/alberta/battleriverbridge/little_battle_river_camrose_county_alberta_0052_small.jpg https://historicbridges.org/alberta/battleriverbridge/little_battle_river_camrose_county_alberta_0052.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/battleriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.787214,-112.713146
6818 ! Athabasca Bridge This bridge has three Polygonal Warren through truss spans and two pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 54.728196 -113.274689 AB-813 Athabasca River Athabasca Athabasca County, Alberta Alberta Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 3 Metal Polygonal Warren Rivet-Connected Pony Truss 6 4 1952 0 Unknown 6 6 205 62.48 908 276.76 0 0 https://historicbridges.org/alberta/athabascariverbridge/little_athabasca_river_athabasca_alberta_0051_small.jpg https://historicbridges.org/alberta/athabascariverbridge/little_athabasca_river_athabasca_alberta_0051.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/athabascariverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.728196,-113.274689
6819 11 Bridges of Wayne Bridge 1 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 51.414985 -112.635144 AB-10X Rosebud River Rosedale Drumheller Town, Alberta Alberta Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1951 0 Unknown 5 5 204 62.18 204 62.18 0 0 https://historicbridges.org/alberta/wayne1/little_eleven_s_of_wayne_no_1_rosedale_alberta_0205_small.jpg https://historicbridges.org/alberta/wayne1/little_eleven_s_of_wayne_no_1_rosedale_alberta_0205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.414985,-112.635144
6820 11 Bridges of Wayne Bridge 2 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 51.415036 -112.646093 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1906 0 Unknown 4 5 140 42.67 140 42.67 0 0 https://historicbridges.org/alberta/wayne2/little_eleven_s_of_wayne_no_2_rosedale_alberta_0209_small.jpg https://historicbridges.org/alberta/wayne2/little_eleven_s_of_wayne_no_2_rosedale_alberta_0209.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.415036,-112.646093
6821 11 Bridges of Wayne Bridge 3 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 51.405704 -112.660513 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1928 0 Unknown 4 4 95 28.96 95 28.96 0 0 https://historicbridges.org/alberta/wayne3/little_eleven_s_of_wayne_no_3_wayne_alberta_0211_small.jpg https://historicbridges.org/alberta/wayne3/little_eleven_s_of_wayne_no_3_wayne_alberta_0211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.405704,-112.660513
6822 11 Bridges of Wayne Bridge 4 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 51.403888 -112.665761 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 1 1906 0 Unknown 4 5 135 41.15 164 49.99 0 0 https://historicbridges.org/alberta/wayne4/little_eleven_s_of_wayne_no_4_wayne_alberta_0213_small.jpg https://historicbridges.org/alberta/wayne4/little_eleven_s_of_wayne_no_4_wayne_alberta_0213.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.403888,-112.665761
6823 11 Bridges of Wayne Bridge 5 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 51.400790 -112.669114 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1928 0 Unknown 4 4 95 28.96 95 28.96 0 0 https://historicbridges.org/alberta/wayne5/little_eleven_s_of_wayne_no_5_wayne_alberta_0215_small.jpg https://historicbridges.org/alberta/wayne5/little_eleven_s_of_wayne_no_5_wayne_alberta_0215.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.400790,-112.669114
6824 11 Bridges of Wayne Bridge 6 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 51.398238 -112.669380 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1906 0 Unknown 4 5 140 42.67 140 42.67 0 0 https://historicbridges.org/alberta/wayne6/little_eleven_s_of_wayne_no_6_wayne_alberta_0217_small.jpg https://historicbridges.org/alberta/wayne6/little_eleven_s_of_wayne_no_6_wayne_alberta_0217.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.398238,-112.669380
6825 11 Bridges of Wayne Bridge 7 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 51.395116 -112.666987 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 1 1928 0 Unknown 4 4 77 23.47 105 32 0 0 https://historicbridges.org/alberta/wayne7/little_eleven_s_of_wayne_no_7_wayne_alberta_0220_small.jpg https://historicbridges.org/alberta/wayne7/little_eleven_s_of_wayne_no_7_wayne_alberta_0220.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.395116,-112.666987
6826 11 Bridges of Wayne Bridge 8 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 51.389588 -112.661506 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1922 0 Unknown 4 4 105 32 105 32 0 0 https://historicbridges.org/alberta/wayne8/little_eleven_s_of_wayne_no_8_wayne_alberta_0222_small.jpg https://historicbridges.org/alberta/wayne8/little_eleven_s_of_wayne_no_8_wayne_alberta_0222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne8/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.389588,-112.661506
6827 11 Bridges of Wayne Bridge 9 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 51.385988 -112.658486 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Bolt-Connected Through Truss Fixed 9 1 0 0 0 0 Unknown 3 4 160 48.77 160 48.77 0 0 https://historicbridges.org/alberta/wayne9/little_eleven_s_of_wayne_no_9_wayne_alberta_0223_small.jpg https://historicbridges.org/alberta/wayne9/little_eleven_s_of_wayne_no_9_wayne_alberta_0223.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne9/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.385988,-112.658486
6828 11 Bridges of Wayne Bridge 10 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 51.380738 -112.660524 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1926 0 Unknown 4 4 105 32 105 32 0 0 https://historicbridges.org/alberta/wayne10/little_eleven_s_of_wayne_no_10_wayne_alberta_0206_small.jpg https://historicbridges.org/alberta/wayne10/little_eleven_s_of_wayne_no_10_wayne_alberta_0206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne10/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.380738,-112.660524
6829 11 Bridges of Wayne Bridge 11 This is one of a unique and rare group of 11 historic bridges located on a relatively short stretch of road. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 51.376266 -112.664070 AB-10X Rosebud River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Pony Truss Fixed 8 1 0 0 1931 0 Unknown 4 4 100 30.48 100 30.48 0 0 https://historicbridges.org/alberta/wayne11/little_eleven_s_of_wayne_no_11_wayne_alberta_0208_small.jpg https://historicbridges.org/alberta/wayne11/little_eleven_s_of_wayne_no_11_wayne_alberta_0208.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/wayne11/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.376266,-112.664070
6830 Dorothy Ferry Bridge This bridge is noted for having both a Pratt and Parker truss spans in a single bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 51.280224 -112.331559 AB-848 Red River Dorothy Special Area 2, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 8 2 Metal Pratt Rivet-Connected Through Truss Fixed 0 1 1908 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 195 59.44 530 161.54 0 0 https://historicbridges.org/alberta/dorothyferrybridge/little_dorothy_ferry_special_area_no_2_alberta_0192_small.jpg https://historicbridges.org/alberta/dorothyferrybridge/little_dorothy_ferry_special_area_no_2_alberta_0192.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/dorothyferrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.280224,-112.331559
6831 Chicago Bridge This multi-span Parker truss was repaired with the addition of a Bailey truss following flood damage. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.771935 -113.131287 AB-547 Bow River Rural Wheatland County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 10 3 Metal Bailey Pony Truss Fixed 0 1 1949 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 175 53.34 670 204.22 0 0 https://historicbridges.org/alberta/chicagobridge/little_chicago_wheatland_county_alberta_0145_small.jpg https://historicbridges.org/alberta/chicagobridge/little_chicago_wheatland_county_alberta_0145.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/chicagobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.771935,-113.131287
6832 AB-842 Bridge This through truss bridge is flanked by single pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.771719 -112.845062 AB-842 Bow River Rural Wheatland County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 0 1 Metal Polygonal Warren Rivet-Connected Pony Truss 0 4 1949 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 7 200 60.96 475 144.78 0 0 https://historicbridges.org/alberta/hwy842bowriverbridge/little_hwy_842_bow_river_wheatland_county_alberta_0311_small.jpg https://historicbridges.org/alberta/hwy842bowriverbridge/little_hwy_842_bow_river_wheatland_county_alberta_0311.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy842bowriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.771719,-112.845062
6833 Snaring Road Bridge This multi-span pony truss bridge is located in a breathtaking mountain setting. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 53.011629 -118.086622 Snaring Road Snaring River Rural Jasper, Alberta Alberta Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 3 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/alberta/snaringriverbridge/little_snaring_river_jasper_national_park_alberta_0550_small.jpg https://historicbridges.org/alberta/snaringriverbridge/little_snaring_river_jasper_national_park_alberta_0550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/snaringriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.011629,-118.086622
6834 Old Point Fort Bridge This is a traditionally composed example of a riveted Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 52.870639 -118.063149 Old Point Fort Road Athabasca River Rural Jasper, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/alberta/oldfortpointbridge/little_old_fort_point_jasper_alberta_0487_small.jpg https://historicbridges.org/alberta/oldfortpointbridge/little_old_fort_point_jasper_alberta_0487.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldfortpointbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.870639,-118.063149
6835 Snaring River Railroad Bridge This railroad bridge sits in the shadows of massive mountains. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 53.013197 -118.077996 Railroad (Canadian National) Snaring River Rural Jasper, Alberta Alberta Canada Metal Camelback Rivet-Connected Through Truss Fixed 9 2 0 0 0 0 Unknown 6 6 230 70.1 460 140.21 0 0 https://historicbridges.org/alberta/cnsnaring/little_canadian_national_railway_snaring_river_jasper_national_park_alberta_0122_small.jpg https://historicbridges.org/alberta/cnsnaring/little_canadian_national_railway_snaring_river_jasper_national_park_alberta_0122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnsnaring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.013197,-118.077996
6836 H. J. Moberly Bridge This graceful Parker truss span is located in a scenic mountain setting. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 52.909925 -118.058330 Maligne Lake Road Athabasca River Rural Jasper, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 11 0 0 0 1940 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 200 60.96 220 67.06 0 0 https://historicbridges.org/alberta/hjmoberlybridge/little_hj_moberly_jasper_alberta_0281_small.jpg https://historicbridges.org/alberta/hjmoberlybridge/little_hj_moberly_jasper_alberta_0281.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hjmoberlybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.909925,-118.058330
6837 Dunvegan Bridge This is a late but beautiful example of a medium size suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 905 ft (275.84 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily designed by V. E. McCune. 55.921097 -118.604807 AB-2 Peace River Dunvegan Fairview District, Alberta Alberta Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1960 0 V. E. McCune 6 6 905 275.84 2375 723.9 0 0 https://historicbridges.org/alberta/dunvegansuspensionbridge/little_dunvegan_suspension_municipal_district_of_fairview_no_136_alberta_0198_small.jpg https://historicbridges.org/alberta/dunvegansuspensionbridge/little_dunvegan_suspension_municipal_district_of_fairview_no_136_alberta_0198.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/dunvegansuspensionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.921097,-118.604807
6838 MacKenzie Bridge This is a nice looking three span Parker through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 49.731975 -113.398207 AB-811 Oldman River Fort Macleod Willow Creek District, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 10 3 0 1 1909 0 Unknown 6 6 180 54.86 570 173.74 0 0 https://historicbridges.org/alberta/mackenziebridge/little_mackenzie_fort_macleod_alberta_0425_small.jpg https://historicbridges.org/alberta/mackenziebridge/little_mackenzie_fort_macleod_alberta_0425.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/mackenziebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.731975,-113.398207
6839 Fort Assiniboine Bridge This traditional through truss bridge is noted for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 54.320454 -114.784476 AB-33 Athabasca River Fort Assiniboine Barrhead County, Alberta and Woodlands County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 10 4 0 0 0 0 Unknown 6 7 200 60.96 800 243.84 0 0 https://historicbridges.org/alberta/fortassiniboinebridge/little_fort_assiniboine_fort_assiniboine_alberta_0257_small.jpg https://historicbridges.org/alberta/fortassiniboinebridge/little_fort_assiniboine_fort_assiniboine_alberta_0257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/fortassiniboinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.320454,-114.784476
6841 Borden Bridge Ceepee Bridge Bypassed and left in place, this is a massive and stunning example of a concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a 213.5 ft (65.07 m) concrete tied Rainbow through arch, fixed. The bridge was primarily built by R. J. Arrand Construction Company of Saskatoon, Saskatchewan. The bridge was primarily designed by Chalmers Jack Mackenzie and Beverley A. Evans. 52.373140 -107.149965 SK-16 (Abandoned Alignment) North Saskatchewan River Rural Division 16 (North Battleford), Saskatchewan Saskatchewan Canada Concrete Rainbow Tied Through Arch Fixed 0 3 Concrete T-Beam Fixed 0 4 1936 0 R. J. Arrand Construction Company of Saskatoon, Saskatchewan Chalmers Jack Mackenzie and Beverley A. Evans 6 6 213.5 65.07 845 257.56 0 0 https://historicbridges.org/saskatchewan/bordenbridge/little_borden_ceepee_rm_of_great_bend_no_405_saskatchewan_0088_small.jpg https://historicbridges.org/saskatchewan/bordenbridge/little_borden_ceepee_rm_of_great_bend_no_405_saskatchewan_0088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/bordenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.373140,-107.149965
6842 Moose Jaw River Bridge This attractive two span concrete bowstring arch bridge today serves a driveway. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by John Kenward, of Regina, Saskatchewan. 50.348207 -105.533616 Private Drive Moose Jaw River Rural Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Concrete Rainbow Through Arch Fixed 0 2 0 0 1924 0 John Kenward, of Regina, Saskatchewan 8 8 70 21.34 139.8 42.61 18 5.49 https://historicbridges.org/saskatchewan/moosejawriverbowstring/little_moose_jaw_river_bowstring_arch_rm_of_moose_jaw_no_161_saskatchewan_0448_small.jpg https://historicbridges.org/saskatchewan/moosejawriverbowstring/little_moose_jaw_river_bowstring_arch_rm_of_moose_jaw_no_161_saskatchewan_0448.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/moosejawriverbowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.348207,-105.533616
6843 Sherwood Forest Bridge Hungry Hollow Bridge This is one of the only surviving examples of an earth-filled concrete arch bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Parsons and Kenward of Regina, Saskatchewan. 50.499535 -104.800290 Range Road 2212 Wascana Creek Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Parsons and Kenward of Regina, Saskatchewan 7 7 80 24.38 80 24.38 0 0 https://historicbridges.org/saskatchewan/sherwoodforest/little_sherwood_forest_hungry_hollow_rm_of_sherwood_no_159_saskatchewan_0544_small.jpg https://historicbridges.org/saskatchewan/sherwoodforest/little_sherwood_forest_hungry_hollow_rm_of_sherwood_no_159_saskatchewan_0544.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/sherwoodforest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.499535,-104.800290
6844 Qu'Appelle River Bridge This attractive concrete bowstring arch bridge is located on a very rural road. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete Rainbow through truss, fixed. The bridge was primarily built by Unknown. 50.650489 -103.588318 Unnamed Road Qu'Appelle River Indian Head No. 156 Division 6 (Regina), Saskatchewan Saskatchewan Canada Concrete Rainbow Through Truss Fixed 0 2 0 0 1928 0 Unknown 7 7 84 25.6 168 51.21 18 5.49 https://historicbridges.org/saskatchewan/indianheadno156/little_quappelle_river_bowstring_arch_rm_of_indian_head_no_156_saskatchewan_0516_small.jpg https://historicbridges.org/saskatchewan/indianheadno156/little_quappelle_river_bowstring_arch_rm_of_indian_head_no_156_saskatchewan_0516.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/indianheadno156/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.650489,-103.588318
6845 Long Lake Creek Bridge This is a small but rare surviving example of a concrete bowstring arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 50.702645 -104.808467 Russell Hill Road (SK-729) Long Lake Creek Craven Division 6 (Regina), Saskatchewan Saskatchewan Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 1930 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/saskatchewan/longlakecreek/little_long_lake_creek_bowstring_arch_craven_saskatchewan_0410_small.jpg https://historicbridges.org/saskatchewan/longlakecreek/little_long_lake_creek_bowstring_arch_craven_saskatchewan_0410.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/longlakecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.702645,-104.808467
6846 Swift Current Creek Railway Bridge Although it carries local highway traffic today, this bridge is a former railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 50.359968 -107.653367 Unnamed Road Swift Current Creek Rural Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Warren Rivet-Connected Pony Truss Fixed 12 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/saskatchewan/oldswiftcurrentcreek/little_old_swift_current_creek_railroad_excelsior_no_166_saskatchewan_0499_small.jpg https://historicbridges.org/saskatchewan/oldswiftcurrentcreek/little_old_swift_current_creek_railroad_excelsior_no_166_saskatchewan_0499.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/oldswiftcurrentcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.359968,-107.653367
6847 SK-37 Swift Current Creek Bridge This two span concrete bowstring arch has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 49.894555 -108.454229 SK-37 (Abandoned Alignment) Swift Current Creek Rural Division 4 (Maple Creek), Saskatchewan Saskatchewan Canada Concrete Rainbow Through Arch Fixed 0 2 0 0 1938 0 Unknown 7 7 70 21.34 140 42.67 0 0 https://historicbridges.org/saskatchewan/swiftcurrent2/little_swift_current_creek_rm_of_bone_creek_no_108_saskatchewan_0578_small.jpg https://historicbridges.org/saskatchewan/swiftcurrent2/little_swift_current_creek_rm_of_bone_creek_no_108_saskatchewan_0578.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/swiftcurrent2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.894555,-108.454229
6848 11 Avenue Southwest Bridge This is a traditionally composed Parker through truss span that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 50.242683 -107.814985 11 Avenue Southwest Swift Current Creek Rural Division 8 (Swift Current), Saskatchewan Saskatchewan Canada Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1917 0 Unknown 6 6 150 45.72 150 45.72 16 4.88 https://historicbridges.org/saskatchewan/swiftcurrentcreekbridge/little_swift_current_creek_swift_current_no_137_saskatchewan_0579_small.jpg https://historicbridges.org/saskatchewan/swiftcurrentcreekbridge/little_swift_current_creek_swift_current_no_137_saskatchewan_0579.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/swiftcurrentcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.242683,-107.814985
6849 River Avenue Bridge This is an uncommon example of a Pennsylvania through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 51.172805 -114.466952 River Avenue Bow River Cochrane Rocky View County, Alberta Alberta Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 2 0 0 1926 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 7 7 235 71.63 715 217.93 0 0 https://historicbridges.org/alberta/bowriverbridge/little_bow_river_cochrane_alberta_0093_small.jpg https://historicbridges.org/alberta/bowriverbridge/little_bow_river_cochrane_alberta_0093.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bowriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.172805,-114.466952
6850 Headsville Bridge Bypassed and left in place, this is an outstanding, and unaltered example of the typical designs of the Wrought Iron Bridge Company in the 1890s. The technical description of the main or most noteworthy span of the bridge is a 160.8 ft (49.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.392037 -78.852777 Beaver Run Road (CR-16) Patterson Creek Rural Mineral County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1891 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 160.8 49.01 164.7 50.2 13.5 4.11 https://historicbridges.org/wvirginia/headsville/little_img_6470_small.jpg https://historicbridges.org/wvirginia/headsville/little_img_6470.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/headsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.392037,-78.852777
6851 Empress Bridge This bridge is noted for its unusual tapered endposts. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 50.730958 -110.070290 AB-41 South Saskatchewan River Empress Special Area 2, Alberta and Cypress County, Alberta Alberta Canada Metal Polygonal Warren Bolt-Connected Through Truss Fixed 12 4 0 0 1961 0 Unknown 6 6 250 76.2 1010 307.85 0 0 https://historicbridges.org/alberta/empressbridge/little_empress_cypress_county_and_special_district_no_3_alberta_0227_small.jpg https://historicbridges.org/alberta/empressbridge/little_empress_cypress_county_and_special_district_no_3_alberta_0227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/empressbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.730958,-110.070290
6852 Driftpile River Bridge Still open to local traffic, this through truss bridge sits next to the newer bridge that serves current highway traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta). 55.346184 -115.795962 Old AB-2 Driftpile River Rural Big Lakes County, Alberta Alberta Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1954 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta) 5 5 0 0 0 0 0 0 https://historicbridges.org/alberta/driftpileriverbridge/little_driftpile_river_driftpile_reserve_alberta_0194_small.jpg https://historicbridges.org/alberta/driftpileriverbridge/little_driftpile_river_driftpile_reserve_alberta_0194.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/driftpileriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.346184,-115.795962
6853 Finlay Bridge This beautiful bridge is noted for its number of spans. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. The bridge was primarily designed by John Chambers. 50.042978 -110.678361 2 Avenue Northeast (6 Avenue Southeast) South Saskatchewan River, River Road, and Parkview Drive Medicine Hat Cypress County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 8 5 0 0 1908 0 Canadian Bridge Company of Walkerville, Ontario John Chambers 5 5 180 54.86 900 274.32 0 0 https://historicbridges.org/alberta/finlaybridge/little_finlay_medicine_hat_alberta_0244_small.jpg https://historicbridges.org/alberta/finlaybridge/little_finlay_medicine_hat_alberta_0244.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/finlaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.042978,-110.678361
6854 Bindloss Bridge This multi-span truss bridge is located in a very rural location. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.903550 -110.299213 Range Road 30A Red Deer River Rural Special Area 2, Alberta and Acadia District, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 10 3 0 0 1922 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 200 60.96 600 182.88 0 0 https://historicbridges.org/alberta/bindlossbridge/little_bindloss_special_district_no_2_and_municipal_district_of_acadia_no_34_alberta_0083_small.jpg https://historicbridges.org/alberta/bindlossbridge/little_bindloss_special_district_no_2_and_municipal_district_of_acadia_no_34_alberta_0083.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bindlossbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.903550,-110.299213
6855 Dawson Bridge East End Bridge This large bridge is noted for its length and for having three different truss types. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 53.548743 -113.467282 Rowland Road North Saskatchewan River Edmonton Edmonton, Alberta Alberta Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Camelback Rivet-Connected Through Truss Fixed 0 4 1912 2010 Dominion Bridge Company of Montréal, Québec 8 8 250 76.2 776 236.52 0 0 https://historicbridges.org/alberta/dawsonbridge/little_dawson_edmonton_alberta_0179_small.jpg https://historicbridges.org/alberta/dawsonbridge/little_dawson_edmonton_alberta_0179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/dawsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.548743,-113.467282
6856 AB-520 Willow Creek Bridge This is a traditionally composed example of a Parker truss bridge. The technical description of the main or most noteworthy span of the bridge is a 195 ft (59.44 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 49.990106 -113.681821 AB-520 Willow Creek Rural Willow Creek District, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1912 0 Unknown 5 5 195 59.44 200 60.96 0 0 https://historicbridges.org/alberta/hwy520willowcreekbridge/little_hwy_520_willow_creek_municipal_district_of_willow_creek_no_26_alberta_0303_small.jpg https://historicbridges.org/alberta/hwy520willowcreekbridge/little_hwy_520_willow_creek_municipal_district_of_willow_creek_no_26_alberta_0303.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy520willowcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.990106,-113.681821
6857 AB-875 Bridge This three span truss bridge has one larger central span with a smaller span at each end. The technical description of the main or most noteworthy span of the bridge is a 305 ft (92.96 m) rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.130219 -111.777513 AB-875 Bow River Rural Taber District, Alberta and Newell County, Alberta Alberta Canada Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Parker Rivet-Connected Through Truss Fixed 10 2 1929 1975 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 305 92.96 700 213.36 0 0 https://historicbridges.org/alberta/hwy875bowriverbridge/little_hwy_875_bow_river_county_of_newell_and_municipal_district_of_taber_alberta_0315_small.jpg https://historicbridges.org/alberta/hwy875bowriverbridge/little_hwy_875_bow_river_county_of_newell_and_municipal_district_of_taber_alberta_0315.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy875bowriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.130219,-111.777513
6858 TR-332 Bridge This single span Pratt truss bridge is a typical example of its kind. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 51.824759 -114.359117 TR-332 Little Red Deer River Rural Mountain View County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1924 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 130 39.62 130 39.62 0 0 https://historicbridges.org/alberta/townshiproad332/little_township_road_332_little_red_deer_river_mountain_view_county_alberta_0584_small.jpg https://historicbridges.org/alberta/townshiproad332/little_township_road_332_little_red_deer_river_mountain_view_county_alberta_0584.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/townshiproad332/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.824759,-114.359117
6859 TR-723 Bridge This bridge is noted for its combination of pony truss spans and a through truss span. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 55.244105 -115.360326 TR-723 Swan River Rural Big Lakes County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 2 1920 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 6 0 0 0 0 0 0 https://historicbridges.org/alberta/swanriverbridge/little_swan_river_big_lakes_county_alberta_0570_small.jpg https://historicbridges.org/alberta/swanriverbridge/little_swan_river_big_lakes_county_alberta_0570.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/swanriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.244105,-115.360326
6860 Range Road 210B Bridge This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 53.896732 -112.995682 Range Road 210B Redwater River Rural Sturgeon County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1931 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 120 36.58 120 36.58 0 0 https://historicbridges.org/alberta/redwaterriverbridge/little_redwater_river_sturgeon_county_alberta_0522_small.jpg https://historicbridges.org/alberta/redwaterriverbridge/little_redwater_river_sturgeon_county_alberta_0522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/redwaterriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.896732,-112.995682
6861 Banff-Windermere Highway Bridge This bridge is noted as a product of the Hamilton Bridge Company, a company that was much more prolific in other provinces like Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 51.266648 -115.927067 Banff-Windermere Highway Bow River Rural Banff, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1950 0 Hamilton Bridge Company of Hamilton, Ontario 6 6 0 0 0 0 0 0 https://historicbridges.org/alberta/castlejunctionbridge/little_castle_junction_banff_national_park_alberta_0136_small.jpg https://historicbridges.org/alberta/castlejunctionbridge/little_castle_junction_banff_national_park_alberta_0136.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/castlejunctionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.266648,-115.927067
6862 Bow River West Channel Railroad Bridge This is a heavy duty 1890s railroad pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 51.089260 -115.373437 Railroad (Spur Line Rail-Trail) (Former Canadian Pacific) Bow River (West Channel) Canmore Bighorn District, Alberta Alberta Canada Metal Warren Rivet-Connected Pony Truss Fixed 12 1 0 0 1891 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/alberta/bowriverrailroadbridge/little_bow_river_railroad_canmore_alberta_0096_small.jpg https://historicbridges.org/alberta/bowriverrailroadbridge/little_bow_river_railroad_canmore_alberta_0096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/bowriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.089260,-115.373437
6863 Whitecourt Railway Bridge This extremely unusual railroad bridge contains two spans that are the salvaged arms of a former swing bridge. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 54.139817 -115.699249 Railroad (Canadian National) McLeod River Whitecourt Woodlands County, Alberta Alberta Canada Metal Pratt Pin-Connected Through Truss Fixed 7 2 Metal Warren Rivet-Connected Through Truss Fixed 6 2 0 0 Unknown 5 5 173 52.73 640 195.07 0 0 https://historicbridges.org/alberta/cnrmcleodriverrail/little_cnr_mcleod_river_railroad_whitecourt_alberta_0155_small.jpg https://historicbridges.org/alberta/cnrmcleodriverrail/little_cnr_mcleod_river_railroad_whitecourt_alberta_0155.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrmcleodriverrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.139817,-115.699249
6864 Markerville Bridge This truss bridge is noted for its heavy skew. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 52.122929 -114.173816 Main Avenue (TR-364B) Medicine River Markerville Red Deer County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 9 1 0 0 1931 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 185 56.39 185 56.39 0 0 https://historicbridges.org/alberta/medicineriverbridge/little_medicine_river_markerville_alberta_0439_small.jpg https://historicbridges.org/alberta/medicineriverbridge/little_medicine_river_markerville_alberta_0439.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/medicineriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.122929,-114.173816
6865 Forestry Trunk Road Bridge This is a graceful two span truss bridge in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 52.397075 -116.075879 AB-734, AB-40 (Forestry Trunk Road) North Saskatchewan River Rural Clearwater County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 10 2 0 0 1926 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 0 0 0 0 0 0 https://historicbridges.org/alberta/northsaskatchewanriverbridge/little_north_saskatchewan_river_clearwater_county_alberta_0463_small.jpg https://historicbridges.org/alberta/northsaskatchewanriverbridge/little_north_saskatchewan_river_clearwater_county_alberta_0463.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/northsaskatchewanriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.397075,-116.075879
6866 AB-897 Bridge This is a large, multi-span example of a mid-20th century through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 53.660467 -110.336777 AB-897 North Saskatchewan River Rural Vermilion River County, Alberta Alberta Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 5 0 0 1957 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 200 60.96 1000 304.8 0 0 https://historicbridges.org/alberta/leaparknorthsaskatchewan/little_lea_park_north_saskatchewan_river_county_of_vermilion_river_alberta_0361_small.jpg https://historicbridges.org/alberta/leaparknorthsaskatchewan/little_lea_park_north_saskatchewan_river_county_of_vermilion_river_alberta_0361.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/leaparknorthsaskatchewan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.660467,-110.336777
6867 Jenner Bridge This three span bridge features a center span that is slightly larger than the end spans. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.838495 -111.176786 AB-884 Red Deer River Rural Special Area 2, Alberta and Special Area 3, Alberta Alberta Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 3 0 0 1950 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 5 5 250 76.2 660 201.17 0 0 https://historicbridges.org/alberta/jennerbridge/little_jenner_special_district_no_2_and_special_district_no_3_alberta_0332_small.jpg https://historicbridges.org/alberta/jennerbridge/little_jenner_special_district_no_2_and_special_district_no_3_alberta_0332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/jennerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.838495,-111.176786
6868 Range Road 40 Bridge This bridge is notable as a product of the Calgary plant of the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta). 51.803586 -114.425919 Range Road 40 (Range Road 35A) Little Red Deer River Rural Mountain View County, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1937 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Calgary, Alberta) 5 5 170 51.82 170 51.82 0 0 https://historicbridges.org/alberta/rangeroad40/little_range_road_40_little_red_deer_river_mountain_view_county_alberta_0519_small.jpg https://historicbridges.org/alberta/rangeroad40/little_range_road_40_little_red_deer_river_mountain_view_county_alberta_0519.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/rangeroad40/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.803586,-114.425919
6871 AB-886 Bridge This is an noteworthy four span through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.847578 -110.695705 AB-886 Red River Rural Special Area 2, Alberta and Special Area 3, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 10 4 0 2 1931 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 200 60.96 860 262.13 0 0 https://historicbridges.org/alberta/hwy886reddeerriver/little_hwy_886_red_deer_river_special_district_no_2_alberta_0318_small.jpg https://historicbridges.org/alberta/hwy886reddeerriver/little_hwy_886_red_deer_river_special_district_no_2_alberta_0318.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy886reddeerriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.847578,-110.695705
6872 MacDonald Avenue Bridge 12th Avenue Bridge This bridge is noted for its age and as an uncommon surviving bridge by Algoma Steel Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Winnipeg, Manitoba. 51.041336 -114.044621 12th Avenue (MacDonald Avenue) Elbow River Calgary Calgary, Alberta Alberta Canada Metal Camelback Rivet-Connected Through Truss Fixed 7 1 0 0 1911 0 Algoma Steel Bridge Company of Winnipeg, Manitoba 5 5 150 45.72 150 45.72 0 0 https://historicbridges.org/alberta/macdonaldbridge/little_macdonald_calgary_alberta_0423_small.jpg https://historicbridges.org/alberta/macdonaldbridge/little_macdonald_calgary_alberta_0423.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/macdonaldbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.041336,-114.044621
6873 Shandro Bridge This is a large, uncommon example of a deck truss bridge in Alberta. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 53.976017 -112.150749 AB-857 North Saskatchewan River Rural Two Hills County, Alberta and Smoky Lake County, Alberta Alberta Canada Metal Warren Bolt-Connected Deck Truss Fixed 10 5 0 0 1962 0 Unknown 5 6 200 60.96 1000 304.8 0 0 https://historicbridges.org/alberta/shandrobridge/little_shandro_county_of_two_hills_no_21_and_smoky_lake_county_alberta_0543_small.jpg https://historicbridges.org/alberta/shandrobridge/little_shandro_county_of_two_hills_no_21_and_smoky_lake_county_alberta_0543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/shandrobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.976017,-112.150749
6874 Old Ronalane Bridge This bridge was designed to support a siphon carrying water as well as a highway. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 50.044604 -111.580989 Abandoned Road Bow River Rural Cypress County, Alberta Alberta Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 6 0 0 0 0 Unknown 5 5 120 36.58 882 268.83 0 0 https://historicbridges.org/alberta/oldronalanebowriverbridge/little_old_ronalane_bow_river_cypress_county_alberta_0494_small.jpg https://historicbridges.org/alberta/oldronalanebowriverbridge/little_old_ronalane_bow_river_cypress_county_alberta_0494.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldronalanebowriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.044604,-111.580989
6875 Low Level Bridge Edmonton Bridge This bridge is actually two bridges side by side, one dating to 1900 and the other dating to 1949. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 53.537944 -113.486734 Connors Road North Saskatchewan River Edmonton Edmonton, Alberta Alberta Canada Pratt Rivet-Connected Through Truss Fixed 7 4 0 0 1900 2006 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 8 8 170 51.82 699 213.06 0 0 https://historicbridges.org/alberta/lowlevelbridge/little_low_level_edmonton_alberta_0418_small.jpg https://historicbridges.org/alberta/lowlevelbridge/little_low_level_edmonton_alberta_0418.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/lowlevelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.537944,-113.486734
6876 High Level Bridge This large bridge is an extremely rare example of a combined highway and railway double-deck bridge. The technical description of the main or most noteworthy span of the bridge is a 289 ft (88.09 m) metal rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by John B. Gunn and Sons. The bridge was primarily designed by Phillips B. Motley. 53.530708 -113.510763 109 Street and Railroad (Streetcar) North Saskatchewan River Edmonton Edmonton, Alberta Alberta Canada Metal Baltimore Rivet-Connected Deck Truss Fixed 12 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 25 1913 0 John B. Gunn and Sons Phillips B. Motley 9 10 289 88.09 2550 777.24 0 0 https://historicbridges.org/alberta/highlevelbridge/little_high_level_edmonton_alberta_0287_small.jpg https://historicbridges.org/alberta/highlevelbridge/little_high_level_edmonton_alberta_0287.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/highlevelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.530708,-113.510763
6877 Reconciliation Bridge Langevin Bridge This is an attractive two span truss bridge in good condition in Calgary. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 51.049921 -114.052327 4th Street Bow River Calgary Calgary, Alberta Alberta Canada Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 1910 0 Unknown 7 7 190 57.91 382.5 116.59 0 0 https://historicbridges.org/alberta/langevinbridge/little_langevin_calgary_alberta_0358_small.jpg https://historicbridges.org/alberta/langevinbridge/little_langevin_calgary_alberta_0358.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/langevinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.049921,-114.052327
6878 Medicine Hat Railway Bridge This bridge consists of a combination of truss spans and plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 50.043935 -110.675794 Railroad (Canadian Pacific) South Saskatchewan River Medicine Hat Cypress County, Alberta Alberta Canada Metal Warren Rivet-Connected Through Truss Fixed 8 2 Metal Through Girder Fixed 0 6 0 0 Unknown 5 5 150 45.72 977 297.79 0 0 https://historicbridges.org/alberta/cprsouthsaskatchewanriver/little_cpr_south_saskatchewan_river_medicine_hat_alberta_0171_small.jpg https://historicbridges.org/alberta/cprsouthsaskatchewanriver/little_cpr_south_saskatchewan_river_medicine_hat_alberta_0171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cprsouthsaskatchewanriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.043935,-110.675794
6879 AB-3A Bridge This is a late but rare and attractive example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 49.583734 -114.207002 AB-3A Crowsnest River Rural Pincher Creek District, Alberta Alberta Canada Concrete (Stone Faced) Open Spandrel Deck Arch Fixed 0 1 0 0 1953 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/alberta/hwy3acrowsnestriverbridge/little_hwy_3a_crowsnest_river_pincher_creek_alberta_0294_small.jpg https://historicbridges.org/alberta/hwy3acrowsnestriverbridge/little_hwy_3a_crowsnest_river_pincher_creek_alberta_0294.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/hwy3acrowsnestriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.583734,-114.207002
6880 Crowsnest River Railway Bridge This is a traditional riveted railway through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 49.581325 -114.209869 Railroad (Canadian Pacific) Crowsnest River Rural Pincher Creek District, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 6 155 47.24 155 47.24 0 0 https://historicbridges.org/alberta/cprcrowsnestriver/little_cpr_crowsnest_river_pincher_creek_alberta_0169_small.jpg https://historicbridges.org/alberta/cprcrowsnestriver/little_cpr_crowsnest_river_pincher_creek_alberta_0169.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cprcrowsnestriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.581325,-114.209869
6881 Louise Bridge Hillhurst Bridge This bridge is a five span reinforced concrete closed-spandrel arch. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Fegles Construction Company of Minneapolis, Minnesota. The bridge was primarily designed by Simpson Roberts Wappel. 51.051117 -114.084935 10th Street Bow River Calgary Calgary, Alberta Alberta Canada Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1921 0 Fegles Construction Company of Minneapolis, Minnesota Simpson Roberts Wappel 6 7 115 35.05 564 171.91 52.5 16 https://historicbridges.org/alberta/louisebridge/little_louise_calgary_alberta_0412_small.jpg https://historicbridges.org/alberta/louisebridge/little_louise_calgary_alberta_0412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/louisebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.051117,-114.084935
6882 Fabyan Trestle Bridge Battle River Railway Trestle For a single year, this was the longest steel trestle in Canada, and it remains a large and impressive structure. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 52.876815 -111.057789 Railroad (Canadian National) Battle River Rural Wainwright District, Alberta Alberta Canada Metal Pratt Rivet-Connected Deck Truss Fixed 5 1 Metal Deck Girder Fixed 0 0 1908 0 Unknown 5 5 155 47.24 2775 845.82 0 0 https://historicbridges.org/alberta/battleriverrailway/little_battle_river_railway_trestle_municipal_district_of_wainwright_no_61_alberta_0057_small.jpg https://historicbridges.org/alberta/battleriverrailway/little_battle_river_railway_trestle_municipal_district_of_wainwright_no_61_alberta_0057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/battleriverrailway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.876815,-111.057789
6883 Centre Street Bridge This is a beautiful concrete deck arch bridge that has a lot of architectural embellishment. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by James Patterson. The bridge was primarily designed by John F. Greene. 51.053012 -114.062530 Centre Street Bow River Calgary Calgary, Alberta Alberta Canada Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1916 0 James Patterson John F. Greene 8 8 150 45.72 1300 396.24 42 12.8 https://historicbridges.org/alberta/centrestreetbridge/little_centre_street_calgary_alberta_0142_small.jpg https://historicbridges.org/alberta/centrestreetbridge/little_centre_street_calgary_alberta_0142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/centrestreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.053012,-114.062530
6884 John Hextall Bridge Shouldice Bridge This early surviving truss bridge in Alberta is also notable as an uncommon surviving bridge built by the Algoma Steel Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Sault Ste. Marie, Ontario (Algoma Steel Bridge Company of Winnipeg, Manitoba). 51.078845 -114.172158 Bow River Pathway (Former Bowness Road) Bow River Calgary Calgary, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 3 0 0 1910 2022 Algoma Steel Bridge Company of Sault Ste. Marie, Ontario (Algoma Steel Bridge Company of Winnipeg, Manitoba) 7 8 130 39.62 395 120.4 0 0 https://historicbridges.org/alberta/johnhextallbridge/little_john_hextall_calgary_alberta_0336_small.jpg https://historicbridges.org/alberta/johnhextallbridge/little_john_hextall_calgary_alberta_0336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/johnhextallbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.078845,-114.172158
6885 Sheep Creek Railway Bridge This is a traditional example of a railroad through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 54.065344 -119.008616 Railroad (Canadian National) Sheep Creek Rural Greenview District, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 5 155 47.24 155 47.24 0 0 https://historicbridges.org/alberta/cnrsheepcreek/little_cnr_sheep_creek_grande_cache_alberta_0168_small.jpg https://historicbridges.org/alberta/cnrsheepcreek/little_cnr_sheep_creek_grande_cache_alberta_0168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/cnrsheepcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.065344,-119.008616
6886 Western Irrigation District Canal Railway Bridge This traditional railroad through truss bridge has a skew. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 51.017344 -113.842084 Railroad (Canadian National) Western Irrigation District Canal Rural Rocky View County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 5 5 160 48.77 160 48.77 0 0 https://historicbridges.org/alberta/oldcnrirrigationcanalbridge/little_old_cnr_irrigation_canal_rocky_view_county_alberta_0467_small.jpg https://historicbridges.org/alberta/oldcnrirrigationcanalbridge/little_old_cnr_irrigation_canal_rocky_view_county_alberta_0467.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldcnrirrigationcanalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.017344,-113.842084
6887 Red Deer River Railway Bridge This heavy duty railway bridge has found new life as a feature attraction on a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 52.275696 -113.816985 Railroad (Rail-Trail) (Former Canadian Pacific) Red Deer River Red Deer Red Deer County, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 2 0 0 1908 0 Unknown 6 7 178 54.25 530 161.54 0 0 https://historicbridges.org/alberta/oldcprreddeerriverbridge/little_old_cpr_red_deer_river_red_deer_alberta_0471_small.jpg https://historicbridges.org/alberta/oldcprreddeerriverbridge/little_old_cpr_red_deer_river_red_deer_alberta_0471.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldcprreddeerriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.275696,-113.816985
6888 Red Deer River Railway Bridge This bridge is noted for its multi-span, skewed arrangement. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 51.464660 -112.758154 Railroad (Canadian Northern) Red Deer River Drumheller Drumheller Town, Alberta Alberta Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 4 0 0 1911 0 Unknown 6 7 140 42.67 560 170.69 0 0 https://historicbridges.org/alberta/olddrumhellerrailroadbridge/little_old_drumheller_railroad_drumheller_alberta_0475_small.jpg https://historicbridges.org/alberta/olddrumhellerrailroadbridge/little_old_drumheller_railroad_drumheller_alberta_0475.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/olddrumhellerrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.464660,-112.758154
6889 Old East Coulee Bridge This extremely rare timber truss bridge is part of the Atlas No. 3 Coal Mine National Historic Site of Canada. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) wood Howe arch, fixed. The bridge was primarily built by Unknown. 51.333218 -112.487332 Railroad (Abandoned Canadian Pacific) Red River East Coulee Drumheller Town, Alberta Alberta Canada Wood Howe Arch Fixed 12 4 0 0 1936 1948 Unknown 9 9 145 44.2 540 164.59 0 0 https://historicbridges.org/alberta/oldeastcouleecoalbridge/little_old_east_coulee_coal_east_coulee_alberta_0478_small.jpg https://historicbridges.org/alberta/oldeastcouleecoalbridge/little_old_east_coulee_coal_east_coulee_alberta_0478.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alberta/oldeastcouleecoalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.333218,-112.487332
6890 Moose Jaw River Bridge This is an unaltered example of a truss bridge built by the Manitoba Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Manitoba Bridge and Iron Works of Winnipeg, Manitoba. 50.303876 -105.449267 Unnamed Road Moose Jaw River Rural Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1917 0 Manitoba Bridge and Iron Works of Winnipeg, Manitoba 6 7 115 35.05 115 35.05 0 0 https://historicbridges.org/saskatchewan/baildonno131/little_moose_jaw_river_baildon_no_131_saskatchewan_0449_small.jpg https://historicbridges.org/saskatchewan/baildonno131/little_moose_jaw_river_baildon_no_131_saskatchewan_0449.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/baildonno131/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.303876,-105.449267
6891 Qu'Appelle River Bridge This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 50.630448 -105.007788 Unnamed Road Qu'Appelle River Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1914 0 Unknown 6 6 104 31.7 104 31.7 16 4.88 https://historicbridges.org/saskatchewan/lumsdenno189/little_old_pratt_through_truss_rm_of_lumsden_no_189_saskatchewan_0488_small.jpg https://historicbridges.org/saskatchewan/lumsdenno189/little_old_pratt_through_truss_rm_of_lumsden_no_189_saskatchewan_0488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/lumsdenno189/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.630448,-105.007788
6892 Notukeu Creek Bridge This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 49.979121 -106.642026 Unnamed Road Notukeu Creek Rural Division 3 (Assiniboia), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1920 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 104 31.7 104 31.7 16 4.88 https://historicbridges.org/saskatchewan/notukeucreekbridge/little_notukeu_creek_gravelbourg_no_104_saskatchewan_0465_small.jpg https://historicbridges.org/saskatchewan/notukeucreekbridge/little_notukeu_creek_gravelbourg_no_104_saskatchewan_0465.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/notukeucreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.979121,-106.642026
6893 Moose Jaw River Bridge This is a traditional Pratt truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 50.272749 -105.304874 Unnamed Road Moose Jaw River Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1915 0 Unknown 6 6 126 38.4 126 38.4 16 4.88 https://historicbridges.org/saskatchewan/redburnno130/little_moose_jaw_river_redburn_no_130_saskatchewan_0452_small.jpg https://historicbridges.org/saskatchewan/redburnno130/little_moose_jaw_river_redburn_no_130_saskatchewan_0452.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/redburnno130/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.272749,-105.304874
6894 Qu'Appelle River Bridge This bridge is significant as a documented example of a bridge built by a little-known bridge company. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by William P. McNeil and Company of New Glasgow, Nova Scotia. 50.625029 -103.544375 Unnamed Road Qu'Appelle River Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1910 0 William P. McNeil and Company of New Glasgow, Nova Scotia 5 5 104 31.7 104 31.7 16 4.88 https://historicbridges.org/saskatchewan/klinescrossingbridge/little_klines_crossing_rm_of_indian_head_no_156_saskatchewan_0352_small.jpg https://historicbridges.org/saskatchewan/klinescrossingbridge/little_klines_crossing_rm_of_indian_head_no_156_saskatchewan_0352.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/klinescrossingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.625029,-103.544375
6895 Highway 658 Bridge This bridge is noted for its combination of pony truss spans and a through truss span and for its latticed end posts and top chord. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 52.717107 -108.309977 Highway 658 Battle River Battleford Division 12 (Battleford), Saskatchewan Saskatchewan Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 16 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 2 1907 0 Unknown 6 7 160 48.77 320 97.54 0 0 https://historicbridges.org/saskatchewan/abandonedbattleriverbridge/little_abandoned_battle_river_battleford_saskatchewan_0016_small.jpg https://historicbridges.org/saskatchewan/abandonedbattleriverbridge/little_abandoned_battle_river_battleford_saskatchewan_0016.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/abandonedbattleriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.717107,-108.309977
6896 Battle River Railway Bridge The Old Railway Bridge This railroad through truss bridge has been abandoned and the approaches are partially removed. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 52.717060 -108.305691 Railroad (Abandoned Canadian Pacific) Battle River Battleford Division 12 (Battleford), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 2 0 36 1924 0 Canadian Bridge Company of Walkerville, Ontario 5 5 150 45.72 770 234.7 0 0 https://historicbridges.org/saskatchewan/abandonedgtprailwaybridge/little_abandoned_grand_trunk_pacific_railway_battleford_saskatchewan_0018_small.jpg https://historicbridges.org/saskatchewan/abandonedgtprailwaybridge/little_abandoned_grand_trunk_pacific_railway_battleford_saskatchewan_0018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/abandonedgtprailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.717060,-108.305691
6897 Battleford Bridge Actually two bridges separated by Finlayson Island, this is reportedly the oldest bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 52.744225 -108.281700 24 Street North Saskatchewan River Battleford and North Battleford Division 12 (Battleford), Saskatchewan and Division 16 (North Battleford), Saskatchewan Saskatchewan Canada Metal Parker Rivet-Connected Through Truss Fixed 10 8 0 0 1907 0 Unknown 9 10 250 76.2 2000 609.6 0 0 https://historicbridges.org/saskatchewan/battlefordbridge/little_battleford_battleford_saskatchewan_0070_small.jpg https://historicbridges.org/saskatchewan/battlefordbridge/little_battleford_battleford_saskatchewan_0070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/battlefordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.744225,-108.281700
6898 Albert Memorial Bridge This unusual bridge has a small main span and a long non-spanning approach and is noted for its association with famous engineer C. A. P. Turner. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete slab, fixed. The bridge was primarily built by Carter-Halls-Aldinger Company. The bridge was primarily designed by Claude Allen Porter Turner of Minneapolis, Minnesota and Puntin, O'Leary and Coxall. 50.436246 -104.618111 Albert Street Wascana Creek Regina Division 6 (Regina), Saskatchewan Saskatchewan Canada Concrete Slab Fixed 0 1 0 0 1930 0 Carter-Halls-Aldinger Company Claude Allen Porter Turner of Minneapolis, Minnesota and Puntin, O'Leary and Coxall 6 7 72 21.95 843 256.95 0 0 https://historicbridges.org/saskatchewan/albertmemorialbridge/little_albert_memorial_regina_saskatchewan_0047_small.jpg https://historicbridges.org/saskatchewan/albertmemorialbridge/little_albert_memorial_regina_saskatchewan_0047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/albertmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.436246,-104.618111
6899 University Bridge This large Luten concrete arch bridge is highly significant as the first reinforced concrete, open spandrel deck arch bridge built in Western Canada. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by R. J. Lecky Company of Regina, Saskatchewan. The bridge was primarily designed by Daniel Luten. 52.130267 -106.649130 25th Street (SK-5) South Saskatchewan River Saskatoon Division 11 (Saskatoon), Saskatchewan Saskatchewan Canada Concrete Open Spandrel Deck Arch Fixed 0 10 0 0 1916 1998 R. J. Lecky Company of Regina, Saskatchewan Daniel Luten 8 9 150 45.72 1200 365.76 0 0 https://historicbridges.org/saskatchewan/universitybridge/little_university_saskatoon_saskatchewan_0603_small.jpg https://historicbridges.org/saskatchewan/universitybridge/little_university_saskatoon_saskatchewan_0603.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/universitybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.130267,-106.649130
6900 Wood River Bridge This is a historic Pratt through truss bridge over the Wood River near the Town of Lafleche. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by R. J. Lecky Company of Regina, Saskatchewan. 49.722189 -106.639956 Unnamed Road Wood River Rural Division 3 (Assiniboia), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1913 0 R. J. Lecky Company of Regina, Saskatchewan 6 6 126 38.4 126 38.4 16 4.88 https://historicbridges.org/saskatchewan/woodriverbridge/little_wood_river_wood_river_no_74_saskatchewan_0611_small.jpg https://historicbridges.org/saskatchewan/woodriverbridge/little_wood_river_wood_river_no_74_saskatchewan_0611.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/woodriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.722189,-106.639956
6901 Qu'Appelle River Bridge This is a small, lightweight riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 50.729650 -104.708980 Unnamed Road Qu'Appelle River Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/saskatchewan/longlaketonno219/little_old_quappelle_river_rm_of_longlaketon_no_219_saskatchewan_0489_small.jpg https://historicbridges.org/saskatchewan/longlaketonno219/little_old_quappelle_river_rm_of_longlaketon_no_219_saskatchewan_0489.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/longlaketonno219/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.729650,-104.708980
6902 Sioux Bridge Wellington White Bridge This is a rare surviving unaltered and documented example of a bridge built by the Saskatchewan Bridge and Iron Company. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Saskatchewan Bridge and Iron Company of Moose Jaw, Saskatchewan. 50.384875 -105.521625 River Drive Moose Jaw River Moose Jaw Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1913 0 Saskatchewan Bridge and Iron Company of Moose Jaw, Saskatchewan 5 5 140 42.67 140 42.67 0 0 https://historicbridges.org/saskatchewan/siouxbridge/little_sioux_moose_jaw_saskatchewan_0546_small.jpg https://historicbridges.org/saskatchewan/siouxbridge/little_sioux_moose_jaw_saskatchewan_0546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/siouxbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.384875,-105.521625
6903 St. Louis Bridge This is a unique former combination highway and railway bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 52.924166 -105.807653 Former SK-2 and Former Railroad (Canadian Pacific) South Saskatchewan River St. Louis Division 15 (Prince Albert), Saskatchewan Saskatchewan Canada Metal Parker Rivet-Connected Through Truss Fixed 10 5 Metal Pratt Rivet-Connected Through Truss Fixed 4 1 1915 0 Canadian Bridge Company of Walkerville, Ontario 8 9 250 76.2 1250 381 0 0 https://historicbridges.org/saskatchewan/stlouisbridge/little_st_louis_st_louis_saskatchewan_0562_small.jpg https://historicbridges.org/saskatchewan/stlouisbridge/little_st_louis_st_louis_saskatchewan_0562.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/stlouisbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.924166,-105.807653
6904 Moose Jaw River Railway Bridge This bridge has a combination of Pratt and Warren truss spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.377444 -105.535236 Railroad (Canadian National) Moose Jaw River Moose Jaw Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Deck Truss Fixed 8 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 0 1930 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 6 6 0 0 690 210.31 0 0 https://historicbridges.org/saskatchewan/cnmoosejaw2/little_canadian_national_railway_moose_jaw_saskatchewan_0110_small.jpg https://historicbridges.org/saskatchewan/cnmoosejaw2/little_canadian_national_railway_moose_jaw_saskatchewan_0110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cnmoosejaw2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.377444,-105.535236
6905 Moose Jaw Viaduct This is a long viaduct that has a variety of span types. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 50.388050 -105.526418 Railroad (Canadian National) Moose Jaw River, Manitoba Street, River Drive, and Railroad (Canadian Pacific) Moose Jaw Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 Metal Pratt Rivet-Connected Deck Truss Fixed 7 0 1930 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 7 7 125 38.1 1425 434.34 0 0 https://historicbridges.org/saskatchewan/cnmoosejaw/little_canadian_national_railway_moose_jaw_saskatchewan_0112_small.jpg https://historicbridges.org/saskatchewan/cnmoosejaw/little_canadian_national_railway_moose_jaw_saskatchewan_0112.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cnmoosejaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.388050,-105.526418
6906 Cree Pedestrian Bridge This former highway bridge was preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 50.376917 -105.534856 Range Road 264 (Former Main Street) Moose Jaw River Moose Jaw Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1912 2011 Unknown 6 6 100 30.48 100 30.48 0 0 https://historicbridges.org/saskatchewan/creepedestrianbridge/little_cree_pedestrian_moose_jaw_saskatchewan_0176_small.jpg https://historicbridges.org/saskatchewan/creepedestrianbridge/little_cree_pedestrian_moose_jaw_saskatchewan_0176.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/creepedestrianbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.376917,-105.534856
6907 Broadway Bridge This is a rare example of a large multi-span open spandrel arch bridge in Saskatchewan. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by R. J. Arrand Construction Company of Saskatoon, Saskatchewan. The bridge was primarily designed by Chalmers Jack MacKenzie. 52.122239 -106.659791 Broadway Avenue South Saskatchewan River and Spadina Crescent Saskatoon Division 11 (Saskatoon), Saskatchewan Saskatchewan Canada Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete T-Beam Fixed 0 7 1932 0 R. J. Arrand Construction Company of Saskatoon, Saskatchewan Chalmers Jack MacKenzie 8 8 201 61.26 1120 341.38 0 0 https://historicbridges.org/saskatchewan/broadwaybridge/little_broadway_saskatoon_saskatchewan_0100_small.jpg https://historicbridges.org/saskatchewan/broadwaybridge/little_broadway_saskatoon_saskatchewan_0100.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/broadwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.122239,-106.659791
6908 CPR Bridge CP Railway Bridge This is a large railroad deck truss bridge that dominates the landscape. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Smith Brothers and Wilson, McDiarmid and Company. 52.142763 -106.641117 Railroad (Canadian Pacific) and Rail-Trail South Saskatchewan River Saskatoon Division 11 (Saskatoon), Saskatchewan Saskatchewan Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 8 Metal Deck Girder Fixed 0 3 1908 0 Smith Brothers and Wilson, McDiarmid and Company 8 8 125 38.1 1250 381 0 0 https://historicbridges.org/saskatchewan/cpsaskatoon/little_canadian_pacific_railway_saskatoon_saskatchewan_0130_small.jpg https://historicbridges.org/saskatchewan/cpsaskatoon/little_canadian_pacific_railway_saskatoon_saskatchewan_0130.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cpsaskatoon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.142763,-106.641117
6909 Grand Trunk Bridge Thanks to the demolition of the historic Traffic Bridge, this rare partially pin-connected deck truss bridge is the oldest bridge in the city now. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal multiple-type-connected Pratt deck truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 52.097264 -106.696008 Railroad (Canadian National) South Saskatchewan River and Spadina Crescent Saskatoon Division 11 (Saskatoon), Saskatchewan Saskatchewan Canada Metal Pratt Multiple-Type-Connected Deck Truss Fixed 8 6 Metal Pratt Rivet-Connected Through Truss Fixed 7 2 1908 0 Canadian Bridge Company of Walkerville, Ontario 8 9 225 68.58 1500 457.2 0 0 https://historicbridges.org/saskatchewan/gtpsaskatoon/little_grand_trunk_pacific_railway_saskatoon_saskatchewan_0269_small.jpg https://historicbridges.org/saskatchewan/gtpsaskatoon/little_grand_trunk_pacific_railway_saskatoon_saskatchewan_0269.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/gtpsaskatoon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.097264,-106.696008
6910 Prince Albert Railroad Bridge This large railway bridge is also noted for its rare swing span. The technical description of the main or most noteworthy span of the bridge is a 256 ft (78.03 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 53.204539 -105.761970 Railroad (Canadian Northern) North Saskatchewan River Prince Albert Division 15 (Prince Albert), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 6 5 1909 0 Hamilton Bridge Company of Hamilton, Ontario 8 9 256 78.03 1010 307.85 0 0 https://historicbridges.org/saskatchewan/princealbert/little_canadian_northern_railway_prince_albert_saskatchewan_0126_small.jpg https://historicbridges.org/saskatchewan/princealbert/little_canadian_northern_railway_prince_albert_saskatchewan_0126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/princealbert/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.204539,-105.761970
6911 Highway 627 Bridge This truss bridge stands out for its span length. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 50.071870 -106.368899 Highway 627 Moose Jaw River Rural Division 7 (Moose Jaw), Saskatchewan Saskatchewan Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 1 0 0 0 0 Unknown 5 5 255 77.72 255 77.72 0 0 https://historicbridges.org/saskatchewan/hwy627moosejaw/little_hwy_627_moose_jaw_river_rogers_no_133_saskatchewan_0309_small.jpg https://historicbridges.org/saskatchewan/hwy627moosejaw/little_hwy_627_moose_jaw_river_rogers_no_133_saskatchewan_0309.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/hwy627moosejaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.071870,-106.368899
6912 Old CanAm Highway Bridge This beautiful concrete bowstring arch bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 50.804626 -104.588317 CanAm Highway (Abandoned Alignment) Qu'Appelle River Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Concrete Rainbow Through Arch Fixed 0 1 0 2 0 0 Unknown 8 8 70 21.34 122 37.19 0 0 https://historicbridges.org/saskatchewan/quappelleriverbridge/little_abandoned_quappelle_river_bowstring_arch_rm_of_lumsden_no_189_saskatchewan_0024_small.jpg https://historicbridges.org/saskatchewan/quappelleriverbridge/little_abandoned_quappelle_river_bowstring_arch_rm_of_lumsden_no_189_saskatchewan_0024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/quappelleriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.804626,-104.588317
6913 Old CanAm Highway Bridge This bridge is so old it has been replaced twice, yet it has been left here abandoned, and is increasingly deteriorated. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Laidlaw Brothers of Swift Current, Saskatchewan. 50.804442 -104.591663 CanAm Highway (Abandoned Alignment) Qu'Appelle River Rural Division 6 (Regina), Saskatchewan Saskatchewan Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 0 Laidlaw Brothers of Swift Current, Saskatchewan 7 8 72 21.95 72 21.95 20 6.1 https://historicbridges.org/saskatchewan/quappelleriverbridge2/little_abandoned_quappelle_river_rm_of_lumsden_no_189_saskatchewan_0026_small.jpg https://historicbridges.org/saskatchewan/quappelleriverbridge2/little_abandoned_quappelle_river_rm_of_lumsden_no_189_saskatchewan_0026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/quappelleriverbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.804442,-104.591663
6914 Gabriel Bridge Gabriel Dumont Bridge This three span truss bridge utilizes truss spans that were relocated here from another bridge. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 52.668778 -106.123498 Highway 312 South Saskatchewan River Rural Division 15 (Prince Albert), Saskatchewan Saskatchewan Canada Metal Parker Rivet-Connected Through Truss Fixed 9 3 0 2 0 1968 Dominion Bridge Company of Montréal, Québec 5 5 220 67.06 800 243.84 0 0 https://historicbridges.org/saskatchewan/gabrielbridge/little_gabriel_rm_of_rosthern_no_403_saskatchewan_0261_small.jpg https://historicbridges.org/saskatchewan/gabrielbridge/little_gabriel_rm_of_rosthern_no_403_saskatchewan_0261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/gabrielbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.668778,-106.123498
6915 Lee Lam Bridge This is a small Pratt pony truss bridge of lightweight design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 50.280108 -107.786316 Perth Drive Swift Current Creek Swift Current Division 8 (Swift Current), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/saskatchewan/leelambridge/little_lee_lam_swift_current_saskatchewan_0367_small.jpg https://historicbridges.org/saskatchewan/leelambridge/little_lee_lam_swift_current_saskatchewan_0367.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/leelambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.280108,-107.786316
6916 Craven World Campground Bridge This is a pony truss of lightweight design, composed mostly of rolled angles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 50.701642 -104.804449 Craven World Campground Road Qu'Appelle River Craven Division 6 (Regina), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/saskatchewan/cravencampground/little_craven_campground_quappelle_river_craven_saskatchewan_0172_small.jpg https://historicbridges.org/saskatchewan/cravencampground/little_craven_campground_quappelle_river_craven_saskatchewan_0172.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/cravencampground/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.701642,-104.804449
6917 Lumsden River Park Bridge This is a small, traditionally composed Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 50.653324 -104.863648 Lumsden River Park Road Qu'Appelle River Oxbow Lumsden Division 6 (Regina), Saskatchewan Saskatchewan Canada Metal Pratt Rivet-Connected Through Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/saskatchewan/riverparkbridge/little_river_park_lumsden_saskatchewan_0524_small.jpg https://historicbridges.org/saskatchewan/riverparkbridge/little_river_park_lumsden_saskatchewan_0524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/riverparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.653324,-104.863648
6918 Lions Gate Bridge First Narrows Bridge This monumental and famous bridge retains its landmark status, despite severe alteration of the design of the bridge through loss of the original stiffening truss. The technical description of the main or most noteworthy span of the bridge is a 1552 ft (473.05 m) metal wire cable suspension, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley). 49.315570 -123.138646 BC-1A and BC-99 (Lions Gate Bridge Road) Burrard Inlet Vancouver and West Vancouver Greater Vancouver District, British Columbia British Columbia Canada Metal Wire Cable Suspension Fixed 0 3 Metal Deck Girder Fixed 0 0 1938 2001 Dominion Bridge Company of Montréal, Québec Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) 7 7 1552 473.05 5981 1823.01 0 0 https://historicbridges.org/britishcolumbia/lionsgatebridge/little_lions_gate_-0389_small.jpg https://historicbridges.org/britishcolumbia/lionsgatebridge/little_lions_gate_-0389.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/lionsgatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.315570,-123.138646
6919 Ironworkers Memorial Bridge Second Narrows Bridge This bridge is an extremely long-span cantilever deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 1099 ft (334.98 m) metal cantilever Pratt deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Swan, Wooster Engineering Company. 49.295859 -123.026308 TC-1 (BC-1) Burrard Inlet North Vancouver and West Vancouver Greater Vancouver District, British Columbia British Columbia Canada Metal Pratt Deck Truss Fixed 24 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 0 1960 0 Dominion Bridge Company of Montréal, Québec Swan, Wooster Engineering Company 7 9 1099 334.98 4239 1292.05 0 0 https://historicbridges.org/britishcolumbia/ironworkersmemorialbridge/little_ironworkers_memorial_second_narrows_crossing_-0323_small.jpg https://historicbridges.org/britishcolumbia/ironworkersmemorialbridge/little_ironworkers_memorial_second_narrows_crossing_-0323.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/ironworkersmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.295859,-123.026308
6920 Burrard Bridge Burrard Street Bridge This landmark through truss bridge is noted for its huge decorative pillars at each end. The technical description of the main or most noteworthy span of the bridge is a 294 ft (89.61 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Western Bridge Company of Vancouver, British Columbia and Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by J. R. Grant. 49.275307 -123.137466 Burrard Street False Creek Vancouver Greater Vancouver District, British Columbia British Columbia Canada Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Warren Rivet-Connected Deck Truss Fixed 8 0 1932 0 Western Bridge Company of Vancouver, British Columbia and Dominion Bridge Company of Montréal, Québec J. R. Grant 9 10 294 89.61 2743 836.07 0 0 https://historicbridges.org/britishcolumbia/burrardbridge/little_burrard_-0101_small.jpg https://historicbridges.org/britishcolumbia/burrardbridge/little_burrard_-0101.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/burrardbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.275307,-123.137466
6921 Second Narrows Railway Bridge This bridge features one of the longest vertical lift spans in North America. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal Parker through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 49.294718 -123.024510 Railroad (Canadian National) Burrard Inlet North Vancouver and West Vancouver Greater Vancouver District, British Columbia British Columbia Canada Metal Parker Through Truss Movable: Vertical Lift Tower Drive 16 1 Metal Pratt Through Truss Fixed 10 7 1968 0 Unknown 7 8 500 152.4 2175 662.94 0 0 https://historicbridges.org/britishcolumbia/secondnarrowsrailbridge/little_second_narrows_-0534_small.jpg https://historicbridges.org/britishcolumbia/secondnarrowsrailbridge/little_second_narrows_-0534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/secondnarrowsrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.294718,-123.024510
6922 Lulu Island Railway Bridge CNR Bridge This is a good example of a Camelback through truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Camelback through truss, movable: swing. The bridge was primarily built by Unknown. 49.182945 -122.988119 Railroad (Canadian National) Fraser River (North Arm) Richmond and Burnaby Greater Vancouver District, British Columbia British Columbia Canada Metal Camelback Rivet-Connected Through Truss Movable: Swing 10 1 Wood Stringer (Multi-Beam) Fixed 0 0 1931 0 Unknown 7 8 280 85.34 1365 416.05 0 0 https://historicbridges.org/britishcolumbia/luluislandrailroadbridge/little_lulu_island_railroad_-0420_small.jpg https://historicbridges.org/britishcolumbia/luluislandrailroadbridge/little_lulu_island_railroad_-0420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/luluislandrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.182945,-122.988119
6923 Seaway Haulage Road Railroad Overpass This bridge is noted for its lattice diaphragms and beautiful stone abutments and pier. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.137107 -79.179956 Railroad (Canadian National) Seaway Haulage Road Rural Niagara Region, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown 5 6 0 0 70 21.34 0 0 https://historicbridges.org/ontario/seawayhaulage/little_edblasinski-seawayhaulageroadbridge23_small.jpg https://historicbridges.org/ontario/seawayhaulage/little_edblasinski-seawayhaulageroadbridge23.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/seawayhaulage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.137107,-79.179956
6924 Little Current Bridge Manitoulin Island Bridge The only known heritage bridge on Manitoulin Island, and the only highway link to the island is this magnificent former railway swing bridge. The technical description of the main or most noteworthy span of the bridge is a 368 ft (112.17 m) metal rivet-connected Warren through truss, movable: swing. The bridge was primarily built by Unknown. 45.980330 -81.913906 KH-6 North Channel (Lake Huron) Little Current Manitoulin District, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Swing 0 1 Metal Deck Girder Fixed 0 3 1913 0 Unknown 8 10 368 112.17 568 173.13 0 0 https://historicbridges.org/ontario/littlecurrent/little_little_current_swing_-0401_small.jpg https://historicbridges.org/ontario/littlecurrent/little_little_current_swing_-0401.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/littlecurrent/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.980330,-81.913906
6925 French River Bridge Settlers Road Bridge This is a Pennsylvania through truss bridge located in a scenic area and apparently will be spared demolition despite a replacement project. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Runnymede Steel Construction of Toronto, Ontario. 46.018567 -80.583242 Settlers Road (Old KH-69 Trans-Canada Highway Alignment) French River Rural Sudbury District, Ontario and Parry Sound District, Ontario Ontario Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 1 Metal Stringer (Multi-Beam) Fixed 0 1 1956 0 Runnymede Steel Construction of Toronto, Ontario 6 7 320 97.54 390 118.87 0 0 https://historicbridges.org/ontario/frenchriver69/little_kings_highway_69_french_river_ontario_0349_small.jpg https://historicbridges.org/ontario/frenchriver69/little_kings_highway_69_french_river_ontario_0349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/frenchriver69/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.018567,-80.583242
6926 Jackknife Bascule Bridge One of the most unique surviving Strauss bascule bridges in North America, this bridge originally had a highway deck over its railway deck. The technical description of the main or most noteworthy span of the bridge is a 186 ft (56.69 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Alexander Charles Stewart. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 48.372533 -89.249016 Railroad (Canadian Pacific) and Former Highway Kaministiquia River Thunder Bay Thunder Bay District, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 Metal 0 0 1914 0 Alexander Charles Stewart Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 10 10 186 56.69 374 114 29 8.84 https://historicbridges.org/ontario/jackknifebasculebridge/little_jackknife_bascule_thunder_bay_ontario_0329_small.jpg https://historicbridges.org/ontario/jackknifebasculebridge/little_jackknife_bascule_thunder_bay_ontario_0329.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jackknifebasculebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.372533,-89.249016
6927 McKellar Lift Bridge This is a very rare combined highway and railway Scherzer rolling lift bascule bridge with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 48.377213 -89.240072 Island Drive and Railroad (Canadian Pacific) McKellar River Thunder Bay Thunder Bay District, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 1911 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 9 9 125 38.1 215 65.53 0 0 https://historicbridges.org/ontario/mckellarliftbridge/little_mckellar_lift_thunder_bay_ontario_0435_small.jpg https://historicbridges.org/ontario/mckellarliftbridge/little_mckellar_lift_thunder_bay_ontario_0435.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mckellarliftbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.377213,-89.240072
6928 James Street Bridge Kaministiquia River Swing Bridge This is a rare example of a railway swing bridge that also includes cantilvered highway decks on each side. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 48.358832 -89.287604 James Street and Railroad (Canadian National) Kaministiquia River Thunder Bay Thunder Bay District, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 9 1 Metal Pratt Rivet-Connected Through Truss Fixed 5 3 1909 0 Unknown 8 9 250 76.2 530 161.54 0 0 https://historicbridges.org/ontario/kaministiquiariverswing/little_kaministiquia_river_swing_thunder_bay_ontario_0345_small.jpg https://historicbridges.org/ontario/kaministiquiariverswing/little_kaministiquia_river_swing_thunder_bay_ontario_0345.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kaministiquiariverswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.358832,-89.287604
6929 White Lake Narrows Bridge This is an extremely rare example of a steel through arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 48.721584 -85.625662 KH-17 (Trans-Canada Highway) White Lake Narrows Rural Thunder Bay District, Ontario Ontario Canada Metal Solid Ribbed Tied Through Arch Fixed 11 1 Metal Stringer (Multi-Beam) Fixed 0 2 1959 0 Canadian Bridge Company of Walkerville, Ontario 7 8 280 85.34 460 140.21 0 0 https://historicbridges.org/ontario/whitelakenarrowsbridge/little_trans_canada_hwy_white_lake_narrows_thunder_bay_district_ontario_0597_small.jpg https://historicbridges.org/ontario/whitelakenarrowsbridge/little_trans_canada_hwy_white_lake_narrows_thunder_bay_district_ontario_0597.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/whitelakenarrowsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.721584,-85.625662
6930 Agawa River Bridge This truss bridge is noted for its span length and uncommon truss configuration. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) metal bolt-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 47.358072 -84.636912 KH-17 (Trans-Canada Highway) Agawa River Rural Algoma District, Ontario Ontario Canada Metal Pennsylvania Bolt-Connected Through Truss Fixed 16 1 0 0 1959 0 Unknown 6 7 330 100.58 330 100.58 0 0 https://historicbridges.org/ontario/agawariverbridge/little_trans_canada_hwy_agawa_river_lake_superior_provincial_park_ontario_0593_small.jpg https://historicbridges.org/ontario/agawariverbridge/little_trans_canada_hwy_agawa_river_lake_superior_provincial_park_ontario_0593.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/agawariverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.358072,-84.636912
6931 Government Road Bridge Red Bridge This attractive red Pratt through truss appears to be in good condition. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.259886 -83.556384 Government Road Thessalon River Thessalon Algoma District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1910 0 Unknown 6 6 100 30.48 100 30.48 0 0 https://historicbridges.org/ontario/governmentroad/little_government_road_-0263_small.jpg https://historicbridges.org/ontario/governmentroad/little_government_road_-0263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/governmentroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.259886,-83.556384
6932 Mississagi River Railway Bridge This traditional Pratt through truss bridge sits on beautiful stone piers and abutments. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.194758 -83.029550 Railroad (Canadian Pacific and Huron Central Railway) Mississagi River Rural Algoma District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 6 7 160 48.77 290 88.39 0 0 https://historicbridges.org/ontario/mississagoriverrail/little_mississagi_river_railroad_-0444_small.jpg https://historicbridges.org/ontario/mississagoriverrail/little_mississagi_river_railroad_-0444.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mississagoriverrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.194758,-83.029550
6933 Dean Lake Road Bridge This is a rare surviving example of a bridge built by the Algoma Steel Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Algoma Steel Bridge Company of Sault Ste. Marie, Ontario. 46.244027 -83.154975 Dean Lake Road Mississagi River Rural Algoma District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 3 0 0 1908 0 Algoma Steel Bridge Company of Sault Ste. Marie, Ontario 6 7 120 36.58 360 109.73 0 0 https://historicbridges.org/ontario/deanlakebridge/little_dean_lake_-0183_small.jpg https://historicbridges.org/ontario/deanlakebridge/little_dean_lake_-0183.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/deanlakebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.244027,-83.154975
6934 Little Pic River Bridge This is an uncommon example of a cantilever deck truss in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 48.801390 -86.631368 KH-17 (Trans-Canada Highway) Little Pic River Rural Thunder Bay District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 1 1958 0 Unknown 8 8 0 0 740 225.55 0 0 https://historicbridges.org/ontario/littlepicriverbridge/little_trans_canada_hwy_little_pic_river_thunder_bay_district_ontario_0594_small.jpg https://historicbridges.org/ontario/littlepicriverbridge/little_trans_canada_hwy_little_pic_river_thunder_bay_district_ontario_0594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/littlepicriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.801390,-86.631368
6935 Spanish River Bridge Espanola Bridge This is a large, multi-span deck truss bridge on a major regional highway. The technical description of the main or most noteworthy span of the bridge is a metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.268798 -81.774638 KH-6 (Centre Street) Spanish River Espanola Sudbury District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 18 Continuous (Straight Chords) 3 0 0 0 0 Unknown 6 7 0 0 690 210.31 0 0 https://historicbridges.org/ontario/hwy6spanishriverbridge/little_hwy_6_spanish_river_-0305_small.jpg https://historicbridges.org/ontario/hwy6spanishriverbridge/little_hwy_6_spanish_river_-0305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hwy6spanishriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.268798,-81.774638
6936 Spanish River Railway Bridge Espanola Railway Bridge This bridge crosses the river at the location of a dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.271252 -81.769119 Railroad (Huron Central Railway) Spanish River Espanola Sudbury District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1905 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/spanishriverrail/little_spanish_river_dam_and_railroad_-0556_small.jpg https://historicbridges.org/ontario/spanishriverrail/little_spanish_river_dam_and_railroad_-0556.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/spanishriverrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.271252,-81.769119
6937 Abitibi Trestle Bridge This Warren deck truss is maintained as a toll bridge today. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 48.775711 -80.677106 Bush Road (Northwest Industrial Road) Abitibi River Iroquois Falls Cochrane District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 1922 0 Unknown 7 8 0 0 506 154.23 0 0 https://historicbridges.org/ontario/abitibitrestlebridge/little_abitibi_trestle_iroquois_falls_ontario_0036_small.jpg https://historicbridges.org/ontario/abitibitrestlebridge/little_abitibi_trestle_iroquois_falls_ontario_0036.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abitibitrestlebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.775711,-80.677106
6938 Montreal River Railway Bridge This is a somewhat lightweight example of a railway through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 47.322605 -79.809208 Railroad (Ontario Northland Railway) Montreal River Latchford Timiskaming District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 5 3 0 0 1904 0 Dominion Bridge Company of Montréal, Québec 7 7 125 38.1 395 120.4 0 0 https://historicbridges.org/ontario/onrmontrealriverbridge/little_onr_montreal_river_latchford_ontario_0502_small.jpg https://historicbridges.org/ontario/onrmontrealriverbridge/little_onr_montreal_river_latchford_ontario_0502.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/onrmontrealriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.322605,-79.809208
6939 Thames River Railway Bridge Sarnia Bridge This high level deck plate girder bridge rests on reused stone piers and abutments that date to 1857-1858. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.263511 -81.147965 Railroad (Grand Trunk Rail-Trail) (Former Canadian National) North Branch Thames River St. Marys Perth County, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 1905 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/oldsarnia/little_grand_trunk_trail_old_sarnia_-0274_small.jpg https://historicbridges.org/ontario/oldsarnia/little_grand_trunk_trail_old_sarnia_-0274.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldsarnia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.263511,-81.147965
6940 Elk Lake Railway Bridge This bridge carries a rail-trail on the former Ontario Northland Railway. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 47.670241 -80.253218 Railroad (Rail-Trail) Montreal River Rural Timiskaming District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 9 1 Concrete T-Beam Fixed 0 4 0 0 Unknown 7 7 225 68.58 0 0 0 0 https://historicbridges.org/ontario/elklakerail/little_ian_0215edit_small.jpg https://historicbridges.org/ontario/elklakerail/little_ian_0215edit.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/elklakerail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.670241,-80.253218
6941 Black Bay Bridge This is a very early example of an open spandrel arch bridge in Canada. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Seaman and Penniman. The bridge was primarily designed by Joachim Antonisen and L. M. Jones. 48.468852 -89.200668 Arundel Street Current River Thunder Bay Thunder Bay District, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 8 1912 1962 Seaman and Penniman Joachim Antonisen and L. M. Jones 8 8 130 39.62 208 63.4 0 0 https://historicbridges.org/ontario/blackbaybridge/little_ian_0026_small.jpg https://historicbridges.org/ontario/blackbaybridge/little_ian_0026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackbaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.468852,-89.200668
6942 Kingston Mills Swing Bridge This plate girder swing bridge was rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 87.2 ft (26.58 m) metal through girder, movable: swing, Center Bearing Bobtail. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 44.293021 -76.441929 Kingston Mills Road (CR-21) Rideau Canal Kingston Frontenac County, Ontario Ontario Canada Metal Through Girder Movable: Swing Center Bearing Bobtail 0 1 0 0 1956 0 Canadian Bridge Company of Walkerville, Ontario 6 6 87.2 26.58 87.2 26.58 24 7.32 https://historicbridges.org/ontario/kingstonmillsswingbridge/little_ian_0057_small.jpg https://historicbridges.org/ontario/kingstonmillsswingbridge/little_ian_0057.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstonmillsswingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.293021,-76.441929
6943 Kingston Mills Railway Bridge This railroad bridge passes over the locks of the canal in this area. The technical description of the main or most noteworthy span of the bridge is a 102 ft (31.09 m) metal through girder, fixed. The bridge was primarily built by Unknown. 44.291923 -76.441800 Railroad (Canadian National) Rideau Canal and Cataraqui River Kingston Frontenac County, Ontario Ontario Canada Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 2 1929 0 Unknown 6 6 102 31.09 325 99.06 0 0 https://historicbridges.org/ontario/kingstonmillsrrbridge/little_ian_0013_small.jpg https://historicbridges.org/ontario/kingstonmillsrrbridge/little_ian_0013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kingstonmillsrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.291923,-76.441800
6944 Hurdville Dam Bridge This is an early and unaltered example of a small-scale concrete bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 45.441349 -79.921196 Hurdville Road Manitouwabing River Hurdville (Mckellar Township) Parry Sound District, Ontario Ontario Canada Concrete T-Beam Fixed 0 3 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/ontario/hurdvilledambridge/little_elevationwest_small.jpg https://historicbridges.org/ontario/hurdvilledambridge/little_elevationwest.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hurdvilledambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.441349,-79.921196
6945 Yearley Road Bridge This is an unaltered example of an early concrete slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 49.2 ft (15 m) concrete slab, fixed. The bridge was primarily built by Unknown. 45.380079 -79.447313 Yearley Road Unnamed Creek Yearley (Huntsville) Muskoka District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 5 5 49.2 15 49.2 15 0 0 https://historicbridges.org/ontario/yearleyroadbridge/little_dsc_0025_small.jpg https://historicbridges.org/ontario/yearleyroadbridge/little_dsc_0025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/yearleyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.380079,-79.447313
6946 South Lacelot Road Bridge This is an example of an early concrete slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 32.8 ft (10 m) concrete slab, fixed. The bridge was primarily built by Unknown. 45.248806 -79.335675 South Lacelot Road Lancelot Creek Huntsville Muskoka District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 1920 0 Unknown 6 6 32.8 10 32.8 10 0 0 https://historicbridges.org/ontario/southlancelotroad2/little_dsc_0015_small.jpg https://historicbridges.org/ontario/southlancelotroad2/little_dsc_0015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southlancelotroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.248806,-79.335675
6947 IN-42 Eel River Bridge Poland Bridge This is an excellent example of a state standard plan through truss in Indiana. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana and R. McCalman of Danville, Indiana. 39.444313 -86.993595 IN-42 Eel River Rural Clay County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 2 1938 1978 Vincennes Bridge Company of Vincennes, Indiana and R. McCalman of Danville, Indiana 6 6 175 53.34 265 80.77 24 7.32 https://historicbridges.org/indiana/in42eelriverbridge/little_in42eelriverbridge_6905a_small.jpg https://historicbridges.org/indiana/in42eelriverbridge/little_in42eelriverbridge_6905a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in42eelriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.444313,-86.993595
6949 IN-42 Mill Creek Bridge Bell Bridge This is a good example of a standard state-designed truss bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by George R. Harvey of Danville, Indiana. 39.497105 -86.726029 IN-42 Mill Creek Rural Putnam County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1941 2015 George R. Harvey of Danville, Indiana 7 7 175 53.34 180 54.86 24 7.32 https://historicbridges.org/indiana/millcreekin42bridge/little_millcreekin42bridge_4358a_small.jpg https://historicbridges.org/indiana/millcreekin42bridge/little_millcreekin42bridge_4358a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millcreekin42bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.497105,-86.726029
6950 Hawkins Mill Bridge Pinnick Ferry Bridge, Orange County Bridge 103 This is an outstanding example of a standard Wrought Iron Bridge Company Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 104.3 ft (31.79 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 38.433243 -86.452439 Owl Hollow Road (CR-850 South) Patoka River Rural Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1884 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 104.3 31.79 107 32.61 14.8 4.51 https://historicbridges.org/indiana/owlhollow/little_pinnickferrybridge_2537_8_9v_small.jpg https://historicbridges.org/indiana/owlhollow/little_pinnickferrybridge_2537_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/owlhollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.433243,-86.452439
6951 Kingston-Rhinecliff Bridge George Clinton Memorial Bridge This is an extremely large continuous deck truss bridge and a noted work of famous engineer David Steinman. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York and Merritt-Chapman and Scott Corporation of New York, New York. The bridge was primarily designed by David Steinman of New York, New York. 41.977653 -73.945965 NY-199 Hudson River, CR-37, and Railroad Rural Ulster County, New York and Dutchess County, New York New York United States Metal Warren Rivet-Connected Deck Truss Fixed 20 Continuous 10 Metal Deck Girder Fixed 0 Continuous 21 1957 2002 Harris Structural Steel Company of New York, New York and Merritt-Chapman and Scott Corporation of New York, New York David Steinman of New York, New York 7 7 800 243.84 7793 2375.31 40 12.19 https://historicbridges.org/newyork/kingstonrhinecliffbridge/little_kingstonrhinecliffbridge_7003_4_5vib_small.jpg https://historicbridges.org/newyork/kingstonrhinecliffbridge/little_kingstonrhinecliffbridge_7003_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/kingstonrhinecliffbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.977653,-73.945965
6952 Newburgh–Beacon Bridge Hamilton Fish Newburgh-Beacon Bridge This rare arched cantilever truss bridge has been paired with a newer bridge of similar overall design. The technical description of the main or most noteworthy span of the bridge is a 1000 ft (304.8 m) metal cantilever (arched) rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Modjeski and Masters. 41.520403 -74.000066 I-84 and NY-52 (Westbound) Hudson River and Grand Avenue Newburgh and Beacon Orange County, New York and Dutchess County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 0 Cantilever (Arched) 3 Metal Warren Rivet-Connected Deck Truss Fixed 0 32 1963 1984 Bethlehem Steel Company of Bethlehem, Pennsylvania Modjeski and Masters 7 7 1000 304.8 7860 2395.73 39.4 12.01 https://historicbridges.org/newyork/newburghbeaconbridge/little_newburghbeaconbridge_7900_1_2vib_small.jpg https://historicbridges.org/newyork/newburghbeaconbridge/little_newburghbeaconbridge_7900_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newburghbeaconbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.520403,-74.000066
6953 Alfred H. Smith Memorial Bridge CSX Castleton Bridge This large railroad bridge its noted for its largest span, nearly 600 feet in span length, and thus a significant engineering achievement. The technical description of the main or most noteworthy span of the bridge is a 598.5 ft (182.42 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Olaf Hoff of New York, New York. 42.508363 -73.774125 Railroad (CSX) Hudson River Castleton-On-Hudson Rensselaer County, New York and Albany County, New York New York United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 18 2 Metal Deck Girder Fixed 0 52 1924 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania Olaf Hoff of New York, New York 7 8 598.5 182.42 5255 1601.72 0 0 https://historicbridges.org/newyork/alfredhsmithmemorialbridge/little_alfredhsmithmemorialbridge_6817_8_9vib_small.jpg https://historicbridges.org/newyork/alfredhsmithmemorialbridge/little_alfredhsmithmemorialbridge_6817_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/alfredhsmithmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.508363,-73.774125
6954 US-9W Mine Dock Road Bridge Hidden in this deep, narrow valley is this rather large and impressive steel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal three-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 41.327558 -73.987833 US-9W Mine Dock Road Fort Montgomery Orange County, New York New York United States Metal Solid Ribbed Three-Hinged Deck Arch Fixed 0 3 Concrete Slab Fixed 0 10 1932 1985 Unknown 7 7 160 48.77 496 151.18 46.3 14.11 https://historicbridges.org/newyork/us9wminedockroadbridge/little_us9wminedockroadbridge_8341_2_3vr_small.jpg https://historicbridges.org/newyork/us9wminedockroadbridge/little_us9wminedockroadbridge_8341_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us9wminedockroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327558,-73.987833
6955 Ater Bridge This is one of most unusual bridges in Texas due to the unique composition of the built-up members and chords on the bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.525143 -97.860166 CR-198 (Abandoned Alignment) Leon River Rural Coryell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 9 9 100 30.48 100 30.48 14 4.27 https://historicbridges.org/texas/aterbridge/little_aterbridge_9528_29_30vib_small.jpg https://historicbridges.org/texas/aterbridge/little_aterbridge_9528_29_30vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/aterbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.525143,-97.860166
6956 TX-174 Bridge Kimball’s Bend Bridge This is an uncommon continuous deck truss that sits at a fairly low level above the water. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Texas Highway Department. 32.123471 -97.492603 TX-174 Brazos River (Lake Whitney) Rural Hill County, Texas Texas United States Metal Warren Rivet-Connected Deck Truss Fixed 10 Continuous (Straight Chords) 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 9 1950 0 Unknown Texas Highway Department 6 6 201 61.26 1294 394.41 25.6 7.8 https://historicbridges.org/texas/tx174brazosriverbridge/little_tx174brazosriverbridge_0879_80_81vib_small.jpg https://historicbridges.org/texas/tx174brazosriverbridge/little_tx174brazosriverbridge_0879_80_81vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx174brazosriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.123471,-97.492603
6957 Moseley Bridge The Mile-Around Woods Bridge, Murphy Road Bridge This is one of the only surviving patented Thomas Moseley iron arch bridges in existence, and it has been preserved on a privately owned public trail. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal tied Bowstring through arch, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. 42.927067 -73.248190 Pedestrian Walkway Preserve Depression North Bennington Bennington County, Vermont Vermont United States Metal Bowstring Tied Through Arch Fixed 0 1 0 0 1865 0 Moseley Iron Bridge and Roof Company of Boston, Massachusetts 9 10 48 14.63 48 14.63 0 0 https://historicbridges.org/vermont/moseleybridge/little_moseleybridge_5242_small.jpg https://historicbridges.org/vermont/moseleybridge/little_moseleybridge_5242.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/moseleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927067,-73.248190
6958 Pine Creek Park Bridge Mill Hill Road Bridge This is an exceedingly rare Keystone column pony truss bridge, and it has been preserved on a trail. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 41.125811 -73.261949 Pedestrian Walkway Pine Creek Fairfield Fairfield County, Connecticut Connecticut United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 9 1 0 0 1872 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 10 54 16.46 54 16.46 0 0 https://historicbridges.org/connecticut/pinecreekparkbridge/little_pinecreekparkbridge_8635_small.jpg https://historicbridges.org/connecticut/pinecreekparkbridge/little_pinecreekparkbridge_8635.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/pinecreekparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.125811,-73.261949
6959 Riverside Park Bridge This very unusual and beautiful bedstead truss stands out due to its arched bottom chord. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.340098 -71.255888 Pedestrian Walkway Charles River Weston and Newton Middlesex County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1920 0 Unknown 8 8 78 23.77 78 23.77 7.7 2.35 https://historicbridges.org/massachusetts/riversideparkfootbridge/little_riversideparkfootbridge_4039_small.jpg https://historicbridges.org/massachusetts/riversideparkfootbridge/little_riversideparkfootbridge_4039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/riversideparkfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.340098,-71.255888
6960 Glen Falls Bridge This bridge is one of only three lenticular through trusses in Connecticut, the home state of the lenticular patent holder Berlin Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Construction Company of Berlin Connecticut. 41.717014 -71.861361 Brunswick Avenue Moosup River Moosup Windham County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Through Truss Fixed 8 1 0 0 1886 0 Berlin Construction Company of Berlin Connecticut 9 9 120 36.58 124 37.8 14 4.27 https://historicbridges.org/connecticut/glenfallsbridge/little_glenfallsbridge_3775_6_7vib_small.jpg https://historicbridges.org/connecticut/glenfallsbridge/little_glenfallsbridge_3775_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/glenfallsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.717014,-71.861361
6961 North Village Bridge Relocated and preserved for pedestrian use, this is a rare Parker patent pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. The bridge was primarily designed by Charles H. Parker. 42.055477 -71.858867 Pedestrian Walkway Lake Char­gogg­a­gogg­man­chaugg­a­gogg­chau­bun­a­gung­a­maugg (Lake Chaubunagungamaug) Webster Worcester County, Massachusetts Massachusetts United States Metal Parker Multiple-Type-Connected Pony Truss Fixed 9 1 0 0 1871 0 National Bridge and Iron Works of Boston, Massachusetts Charles H. Parker 9 9 65 19.81 65 19.81 13.3 4.05 https://historicbridges.org/massachusetts/northvillagebridge/little_northvillagebridge_4495_small.jpg https://historicbridges.org/massachusetts/northvillagebridge/little_northvillagebridge_4495.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northvillagebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.055477,-71.858867
6962 Ohio Street Bridge Bridge Street Bridge This bridge is noted for its combination of pony truss spans and a through truss span. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 33.921740 -98.495950 Bridge Street (Ohio Street) Wichita River Wichita Falls Wichita County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 9 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 2 1911 0 Unknown 7 8 150 45.72 280 85.34 0 0 https://historicbridges.org/texas/wichitafallsbridgestreet/little_wichitafallsbridgestreet_7192_small.jpg https://historicbridges.org/texas/wichitafallsbridgestreet/little_wichitafallsbridgestreet_7192.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallsbridgestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.921740,-98.495950
6963 Wichita Falls Railroad Bridge North This is a pair of truss bridges that sit side by side, forming a double-track crossing of the river, and a unique comparison between pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 33.921165 -98.496766 Railroad (BNSF) Wichita River Wichita Falls Wichita County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Through Girder Fixed 0 0 0 0 Unknown 7 7 150 45.72 604 184.1 0 0 https://historicbridges.org/texas/wichitafallsnorth/little_wichitafallsnorth_6919_small.jpg https://historicbridges.org/texas/wichitafallsnorth/little_wichitafallsnorth_6919.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallsnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.921165,-98.496766
6964 Wichita Falls Railroad Bridge South This is a pair of truss bridges that sit side by side, forming a double-track crossing of the river, and a unique comparison between pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 33.921080 -98.496871 Railroad (BNSF) Wichita River Wichita Falls Wichita County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Through Girder Fixed 0 0 0 0 American Bridge Company of New York, New York 7 7 150 45.72 604 184.1 0 0 https://historicbridges.org/texas/wichitafallssouth/little_wichitafallssouth_7030_small.jpg https://historicbridges.org/texas/wichitafallssouth/little_wichitafallssouth_7030.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallssouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.921080,-98.496871
6965 Scott Avenue Bridge This is one of the finest examples of a Luten concrete arch bridge in America, and is almost completely without alteration. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Knoxville, Tennessee. The bridge was primarily designed by Daniel Luten. 33.918865 -98.497733 Scott Avenue (Business US-287) Wichita River Wichita Falls Wichita County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1927 0 Luten Bridge Company of Knoxville, Tennessee Daniel Luten 8 8 95 28.96 276 84.12 40 12.19 https://historicbridges.org/texas/wichitafallsscottavenue/little_wichitafallsscottavenue_7855_6_7r_small.jpg https://historicbridges.org/texas/wichitafallsscottavenue/little_wichitafallsscottavenue_7855_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/wichitafallsscottavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.918865,-98.497733
6966 Crossman Bridge This ornate example of a lenticular pony truss has been rehabilitated, and retains ornamental railing and finials. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.210373 -72.245467 Gilbert Road Quaboag River Warren Worcester County, Massachusetts Massachusetts United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 1888 2008 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 72 21.95 73.2 22.31 15 4.57 https://historicbridges.org/massachusetts/crossmanbridge/little_crossmanbridge_4822_small.jpg https://historicbridges.org/massachusetts/crossmanbridge/little_crossmanbridge_4822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/crossmanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.210373,-72.245467
6967 Fort River Bridge This is one of the oldest surviving lenticular pony truss bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). 42.355676 -72.520672 Pedestrian Walkway Fort River Amherst Hampshire County, Massachusetts Massachusetts United States Metal Lenticular Pin-Connected Pony Truss Fixed 0 1 0 0 1880 1997 Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) 9 9 60 18.29 60 18.29 8 2.44 https://historicbridges.org/massachusetts/fortriverbridge/little_fortriverbridge_5038_small.jpg https://historicbridges.org/massachusetts/fortriverbridge/little_fortriverbridge_5038.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/fortriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.355676,-72.520672
6968 Waldrip Bridge Very few pin-connected truss bridges with this many spans survive today in Texas or any state for that matter. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.463280 -99.421975 CR-220 Colorado River Rural Coleman County, Texas and McCulloch County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 Metal Pratt Pin-Connected Through Truss Fixed 6 5 1893 2011 Unknown 8 8 170 51.82 698 212.75 14.8 4.51 https://historicbridges.org/texas/waldripbridge/little_waldripbridge_5804_small.jpg https://historicbridges.org/texas/waldripbridge/little_waldripbridge_5804.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/waldripbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.463280,-99.421975
6970 Cross Bayou Railroad Bridge This is one of only two Waddell A-frame truss bridges in the entire country, and is also noted for its rare pin-connected Warren deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected A-Frame through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. A. L. Waddell. 32.519606 -93.749939 Railroad (Kansas City Southern) Cross Bayou Shreveport Caddo Parish, Louisiana Louisiana United States Metal A-Frame Pin-Connected Through Truss Fixed 4 1 Metal Warren Pin-Connected Deck Truss Fixed 12 2 0 1926 Unknown J. A. L. Waddell 9 10 100 30.48 490 149.35 0 0 https://historicbridges.org/louisiana/crossbayouaframe/little_crossbayouaframe_brg_9441_2_3vib_small.jpg https://historicbridges.org/louisiana/crossbayouaframe/little_crossbayouaframe_brg_9441_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/crossbayouaframe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.519606,-93.749939
6971 Canadian River Wagon Bridge This bridge is the longest known simple span pin-connected highway truss bridge in the entire country! The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 35.934597 -100.372162 Pedestrian Walkway (Former US-60 and US-83) Canadian River Canadian Hemphill County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 19 Metal Warren Rivet-Connected Pony Truss Fixed 0 2 1916 2000 Canton Bridge Company of Canton, Ohio 10 10 155 47.24 3255 992.12 16 4.88 https://historicbridges.org/texas/canadianwagonbridge/little_canadianwagonbridge_9856_small.jpg https://historicbridges.org/texas/canadianwagonbridge/little_canadianwagonbridge_9856.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/canadianwagonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.934597,-100.372162
6972 Camp Road Bridge This bridge is the only known truss bridge in the county, and is located in a region with very few truss bridges. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 35.544751 -101.206075 Camp Road (CR-25) Spring Creek Rural Carson County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 4 1 0 0 1930 0 Austin Bridge Company of Dallas, Texas 5 7 59 17.98 60 18.29 17.4 5.3 https://historicbridges.org/texas/springcreekbridge/little_springcreekbridge_1714_5_6vib_small.jpg https://historicbridges.org/texas/springcreekbridge/little_springcreekbridge_1714_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/springcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.544751,-101.206075
6973 TX-203 Bridge Located in a part of Texas which has very few historic bridges, this is a beautiful multi-span through truss in good condition. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Purvis and Bertram Construction Company of Fort Worth, Texas. The bridge was primarily designed by Julian Montgomery (Texas Highway Department). 34.887570 -100.051456 TX-203 Salt Fork Red River Rural Collingsworth County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 8 4 Metal Stringer (Multi-Beam) Fixed 0 1 1939 2014 Purvis and Bertram Construction Company of Fort Worth, Texas Julian Montgomery (Texas Highway Department) 6 8 180 54.86 753 229.51 24 7.32 https://historicbridges.org/texas/tx203collingsworth/little_tx203collingsworth_9232_small.jpg https://historicbridges.org/texas/tx203collingsworth/little_tx203collingsworth_9232.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx203collingsworth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.887570,-100.051456
6974 Pease River Wagon Bridge Tower Vernon Suspension Bridge Tower This page documents the single surviving tower of a long-lost suspension bridge. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Weatherford Machine and Foundry Company (Mitchell and Pigg). 34.179203 -99.323823 US-287 (Abandoned Alignment) Pease River Vernon Wilbarger County, Texas Texas United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 4 0 0 0 0 Weatherford Machine and Foundry Company (Mitchell and Pigg) 6 6 0 0 1540 469.39 0 0 https://historicbridges.org/texas/peaseriverwagonbridge/little_peaseriverwagonbridge_9121_2_3vib_small.jpg https://historicbridges.org/texas/peaseriverwagonbridge/little_peaseriverwagonbridge_9121_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/peaseriverwagonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.179203,-99.323823
6975 7th Street Bridge Draw Bridge This small pony truss bridge was bypassed by a new bridge in 2013 and left standing in place. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 34.933637 -100.891551 7th Street Unnamed Draw Clarendon Donley County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 3 1 0 0 1908 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 5 7 50 15.24 50 15.24 15.7 4.79 https://historicbridges.org/texas/clarendon/little_clarendon_2011_small.jpg https://historicbridges.org/texas/clarendon/little_clarendon_2011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/clarendon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.933637,-100.891551
6976 Burnett Bridge One of only a few Whipple truss bridges in all of Texas, this bridge has the distinctive design details of a bridge built by the King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 33.898312 -98.706188 FM-368 (Abandoned Alignment) Wichita River Rural Wichita County, Texas Texas United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 0 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 8 9 200 60.96 200 60.96 0 0 https://historicbridges.org/texas/burnettbridge/little_burnettbridge_8737_small.jpg https://historicbridges.org/texas/burnettbridge/little_burnettbridge_8737.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/burnettbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.898312,-98.706188
6977 Waterloo Park Bridge Anderson Road Bridge This regionally early surviving Pratt through truss bridge was relocated and preserved in a park setting. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Kansas City Bridge and Iron Company of Kansas City, Missouri. 33.743253 -96.566754 Pedestrian Walkway Waterloo Park Lagoon Denison Grayson County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1886 0 Kansas City Bridge and Iron Company of Kansas City, Missouri 7 8 90 27.43 90 27.43 0 0 https://historicbridges.org/texas/waterlooparkbridge/little_waterlooparkbridge_5929_small.jpg https://historicbridges.org/texas/waterlooparkbridge/little_waterlooparkbridge_5929.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/waterlooparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.743253,-96.566754
6978 FM-2305 Hike and Bike Trail Bridge This is a rare surviving example of a bridge built by the Milwaukee Bridge and Iron Works. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 31.114419 -97.404324 FM-2305 Hike and Bike Trail Pepper Creek Temple Bell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 Wood Stringer (Multi-Beam) Fixed 0 1 1889 0 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 7 7 163 49.68 175 53.34 0 0 https://historicbridges.org/texas/peppercreekbridge/little_peppercreekbridge_8244_small.jpg https://historicbridges.org/texas/peppercreekbridge/little_peppercreekbridge_8244.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/peppercreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.114419,-97.404324
6979 Fort Griffin Bridge This beautiful bridge is a very early and unaltered Pratt truss in Texas, and a fine example of the King Bridge Company's work. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 32.934734 -99.224411 CR-188 Clear Fork Brazos River Rural Shackelford County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 13 1885 0 King Bridge Company of Cleveland, Ohio 7 8 109 33.22 311 94.79 13.5 4.11 https://historicbridges.org/texas/fortgriffinbridge/little_fortgriffinbridge_4447_small.jpg https://historicbridges.org/texas/fortgriffinbridge/little_fortgriffinbridge_4447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/fortgriffinbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.934734,-99.224411
6980 TX-89 Brazos River Bridge This bridge is an example of a state standard through truss bridge in Texas, and includes a series of approach spans as well. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Buckner Brothers of Cleburne, Texas. The bridge was primarily designed by Texas Highway Department. 32.667113 -98.032889 I-20 North Frontage Road (Former TX-89) Brazos River Rural Parker County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 7 3 Concrete T-Beam Fixed 0 11 1934 1994 Buckner Brothers of Cleburne, Texas Texas Highway Department 6 7 165 50.29 892 271.88 24 7.32 https://historicbridges.org/texas/tx89brazosriverbridge/little_tx89brazosriverbridge_2934_small.jpg https://historicbridges.org/texas/tx89brazosriverbridge/little_tx89brazosriverbridge_2934.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx89brazosriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.667113,-98.032889
6981 ! Marengo Street Bridge This is one of the smallest known examples of a steel deck cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 85.5 ft (26.06 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Standard Engineering Company of Toledo, Ohio and American Bridge Company of New York, New York. 41.606501 -83.595813 Marengo Street Delaware Creek Toledo Lucas County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 6 Cantilever 3 0 0 1915 1973 Standard Engineering Company of Toledo, Ohio and American Bridge Company of New York, New York 8 8 85.5 26.06 172.5 52.58 0 0 https://historicbridges.org/ohio/marengostreet/little_img_0643_small.jpg https://historicbridges.org/ohio/marengostreet/little_img_0643.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/marengostreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.606501,-83.595813
6982 Hummel Bridge This is a rare documented example of a bridge built by the Toronto plant of the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario). 46.043874 -79.415606 Hemlock Road South River Alsace (Nipissing Township) Parry Sound District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 1925 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario) 6 7 48 14.63 120 36.58 0 0 https://historicbridges.org/ontario/hummel/little_p1050467_small.jpg https://historicbridges.org/ontario/hummel/little_p1050467.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hummel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.043874,-79.415606
6983 Victoria Falls Bridge This pony truss bridge rests upon a unique dry laid stone abutment which itself sits on a natural rock outcrop. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.833781 -79.059549 Black River Road Black River Rural Kawartha Lakes City, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/victoriafalls/little_ian_0278_small.jpg https://historicbridges.org/ontario/victoriafalls/little_ian_0278.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/victoriafalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.833781,-79.059549
6984 Bryant Station Bridge This bridge is noted for its rare sloped deck which gives the bridge a unique appearance. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent. 30.847685 -97.195033 CR-106 (Abandoned Alignment) Little River Rural Milam County, Texas Texas United States Metal Camelback Pin-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 6 1909 0 Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent 8 8 200 60.96 332 101.19 15.7 4.79 https://historicbridges.org/texas/bryantstationbridge/little_bryantstationbridge_7674_5_6r_small.jpg https://historicbridges.org/texas/bryantstationbridge/little_bryantstationbridge_7674_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bryantstationbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.847685,-97.195033
6985 Clifton Bridge This bridge is highly significant as one of the few surviving Whipple truss bridges in Texas, and it also has some newer, but still historic, pony truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal pin-connected Whipple (Double-Intersection Pratt) through t-beam, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 31.793158 -97.572322 CR-3112 (Abandoned Alignment) North Bosque River Clifton Bosque County, Texas Texas United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through T-Beam Fixed 10 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 2 1884 0 Wrought Iron Bridge Company of Canton, Ohio 8 9 148 45.11 371 113.08 17 5.18 https://historicbridges.org/texas/cliftonbridge/little_cliftonbridge_0264_small.jpg https://historicbridges.org/texas/cliftonbridge/little_cliftonbridge_0264.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cliftonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.793158,-97.572322
6986 River Road Bridge This bypassed and abandoned through truss is noted for its 225 foot span length. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 31.678826 -97.507533 River Road (CR-3310) (Abandoned Alignment) North Bosque River Rural Bosque County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 11 1 0 0 1915 0 Penn Bridge Company of Beaver Falls, Pennsylvania 7 8 225 68.58 225 68.58 14 4.27 https://historicbridges.org/texas/oldriverroadbridge/little_oldriverroadbridge_0090_1_2vib_small.jpg https://historicbridges.org/texas/oldriverroadbridge/little_oldriverroadbridge_0090_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldriverroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.678826,-97.507533
6987 ! Sunshine Road Bridge Bypassed and abandoned for many years, this bridge's unusually tall substructure is failing, putting the bridge at severe risk for collapse. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 30.896438 -97.319810 Sunshine Road Little River Rural Bell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 0 0 Unknown 7 7 161 49.07 190 57.91 14.8 4.51 https://historicbridges.org/texas/sunshineroadbridge/little_sunshineroadbridge_8154_small.jpg https://historicbridges.org/texas/sunshineroadbridge/little_sunshineroadbridge_8154.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sunshineroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.896438,-97.319810
6989 Woodson Bridge This is one of the few surviving unique small-scale suspension bridges in Texas and is also noted for its iron Howe truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal wire cable suspension, fixed. The bridge was primarily built by Flinn-Moyer Company of Weatherford, Texas. 32.921597 -99.167936 CR-179 (Abandoned Alignment) Clear Fork Brazos River Rural Shackelford County, Texas Texas United States Metal Wire Cable Suspension Fixed 0 1 Metal Howe Pony Truss Fixed 0 9 1896 1926 Flinn-Moyer Company of Weatherford, Texas 9 10 140 42.67 312 95.1 13.7 4.18 https://historicbridges.org/texas/woodsonbridge/little_woodsonbridge_3700_small.jpg https://historicbridges.org/texas/woodsonbridge/little_woodsonbridge_3700.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/woodsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.921597,-99.167936
6990 Creekside Road Bridge This bridge appears to be a rare example of a bridge built by New York State based Groton Bridge Company in Texas. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 29.777688 -97.574351 Creekside Road (CR-146) Plum Creek Rural Caldwell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Groton Bridge Company of Groton, New York 7 7 119 36.27 120 36.58 11.5 3.51 https://historicbridges.org/texas/creeksidedrive/little_creeksidedrive_9026_7_8vib_small.jpg https://historicbridges.org/texas/creeksidedrive/little_creeksidedrive_9026_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/creeksidedrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.777688,-97.574351
6991 Parkhill Park Bridge Survey Road Bridge This is one of the only known surviving examples of a bridge built by Chicago Bridge and Iron with a unique portal bracing. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois. 33.693695 -97.006413 Pedestrian Walkway Timber Creek Branch Callisburg Cooke County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1893 2004 Chicago Bridge and Iron Works of Chicago, Illinois 7 8 75 22.86 77 23.47 11.8 3.6 https://historicbridges.org/texas/parkhillparkbridge/little_parkhillparkbridge_6325_small.jpg https://historicbridges.org/texas/parkhillparkbridge/little_parkhillparkbridge_6325.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/parkhillparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.693695,-97.006413
6992 Barker Bridge This long-abandoned bridge has one of the most unusual vertical member designs ever seen and is assumed to be the work of the George E. King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. 30.468412 -97.405705 CR-457 Brushy Creek Rural Williamson County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 0 0 0 0 George E. King Bridge Company of Des Moines, Iowa 8 8 105 32 156 47.55 15 4.57 https://historicbridges.org/texas/barkerbridge/little_barkerbridge_2729_30_31vib_small.jpg https://historicbridges.org/texas/barkerbridge/little_barkerbridge_2729_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/barkerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.468412,-97.405705
6993 ! Lower Elgin Road Bridge This excellent example of an 1880s Pratt truss bridge was bypassed, and enjoys some community support for preservation. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Kansas City Bridge and Iron Company of Kansas City, Missouri. 30.222530 -97.409389 Lower Elgin Road (CR-55) (Abandoned Alignment) Wilbarger Creek Rural Bastrop County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 9 1888 0 Kansas City Bridge and Iron Company of Kansas City, Missouri 7 7 99 30.18 250 76.2 11.2 3.41 https://historicbridges.org/texas/lowerelginroadbridge/little_lowerelginroadbridge_2450_small.jpg https://historicbridges.org/texas/lowerelginroadbridge/little_lowerelginroadbridge_2450.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lowerelginroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.222530,-97.409389
6994 Bartons Creek Railroad Bridge This bridge is an uncommon example of a Camelback pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by Unknown. 29.961758 -97.091741 Railroad (Union Pacific) Bartons Creek Rural Fayette County, Texas Texas United States Metal Camelback Rivet-Connected Pony Truss Fixed 7 1 0 0 1906 0 Unknown 6 6 110 33.53 110 33.53 0 0 https://historicbridges.org/texas/kirtleyrailroadbridge/little_kirtleyrailroadbridge_1940_small.jpg https://historicbridges.org/texas/kirtleyrailroadbridge/little_kirtleyrailroadbridge_1940.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/kirtleyrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.961758,-97.091741
6995 Mid-Delaware Bridge Port Jervis - Matamoras Bridge, Barrett Bridge This bridge is noted for its large 325 foot main spans and extensive use of v-lacing and lattice on its members. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal rivet-connected Parker through t-beam, fixed. The bridge was primarily built by R.C. Ritz Construction Company. 41.371733 -74.697228 US-6 Delaware River Port Jervis and Matamoras Orange County, New York and Pike County, Pennsylvania New York and Pennsylvania United States Metal Parker Rivet-Connected Through T-Beam Fixed 11 2 0 0 1939 0 R.C. Ritz Construction Company 7 7 325 99.06 659 200.86 44 13.41 https://historicbridges.org/pennsylvania/middelawarebridge/little_middelawarebridge_7369_small.jpg https://historicbridges.org/pennsylvania/middelawarebridge/little_middelawarebridge_7369.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/middelawarebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.371733,-74.697228
6996 Dornsife Bridge This a an extremely unusual variation of a standard state design through truss bridge in Pennsylvania that uses a Warren truss rather than a Pratt or Parker truss. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 40.744404 -76.790427 PA-225 Mahanoy Creek Dornsife Northumberland County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 1941 1994 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Pennsylvania State Highway Department 6 7 208 63.4 215 65.53 25.3 7.71 https://historicbridges.org/pennsylvania/dornsife/little_dornsife_2404_small.jpg https://historicbridges.org/pennsylvania/dornsife/little_dornsife_2404.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/dornsife/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.744404,-76.790427
6997 ! OH-8 High Level Bridge Bridge This is a massive, high level deck continuous truss bridge. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.087970 -81.501511 OH-8 and OH-59 Little Cuyahoga River, Railroad, and North Street Akron Summit County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 10 Continuous 3 Metal Deck Girder Fixed 0 5 1953 1987 Mount Vernon Bridge Company of Mount Vernon, Ohio Wilbur J. Watson and Associates of Cleveland, Ohio 6 7 360 109.73 1583 482.5 80 24.38 https://historicbridges.org/ohio/akronoh8/little_akronoh8_2608_small.jpg https://historicbridges.org/ohio/akronoh8/little_akronoh8_2608.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/akronoh8/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.087970,-81.501511
6998 Brecksville-Northfield Bridge This is an enormous high level deck arch bridge with attractive design details. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Highway Construction Company of Cleveland, Ohio. The bridge was primarily designed by Alfred M. Felgate. 41.321299 -81.587405 OH-82 (Aurora Road, Chippewa Road) Cuyahoga River Brecksville Cuyahoga County, Ohio and Summit County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 5 5 Pre-Stressed Concrete Box Beam Fixed 2 2 1931 1989 Highway Construction Company of Cleveland, Ohio Alfred M. Felgate 8 8 181 55.17 1130 344.42 20 6.1 https://historicbridges.org/ohio/brecksville/little_brecksville_1939_40_41vib_stitch_small.jpg https://historicbridges.org/ohio/brecksville/little_brecksville_1939_40_41vib_stitch.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brecksville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.321299,-81.587405
6999 Station Road Bridge This rare Whipple truss bridge displays the unique Howe truss portal bracing of the Massillon Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Massillon Bridge Company of Massillon, Ohio. 41.319326 -81.587603 Pedestrian Walkway (Former Station Road) Cuyahoga River Brecksville Cuyahoga County, Ohio and Summit County, Ohio Ohio United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 1 0 0 1882 2021 Massillon Bridge Company of Massillon, Ohio 8 8 124 37.8 128.6 39.2 14.9 4.54 https://historicbridges.org/ohio/stationroadbridge/little_stationroadbridge_2098_small.jpg https://historicbridges.org/ohio/stationroadbridge/little_stationroadbridge_2098.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stationroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319326,-81.587603
7000 Hillside Road Bridge This is one of the latest known surviving examples of a bridge built by the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.373296 -81.614757 Hillside Road (CR-145) Cuyahoga River Independence Cuyahoga County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 9 1 0 0 1923 2003 King Bridge Company of Cleveland, Ohio 6 6 200 60.96 203 61.87 23.6 7.19 https://historicbridges.org/ohio/hillsideroad/little_hillsideroad_1273_small.jpg https://historicbridges.org/ohio/hillsideroad/little_hillsideroad_1273.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hillsideroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.373296,-81.614757
7001 Porr Road Bridge Sitting on the ground as an exhibit, this is one of the last known examples of a rare bedstead truss bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.901800 -81.732480 Pedestrian Walkway Ground (Exhibit) Marshallville Wayne County, Ohio Ohio United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 2 1 0 0 1890 1993 Canton Bridge Company of Canton, Ohio 8 8 29 8.84 29 8.84 0 0 https://historicbridges.org/ohio/marshallville/little_marshallville_3271_small.jpg https://historicbridges.org/ohio/marshallville/little_marshallville_3271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/marshallville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.901800,-81.732480
7002 Hollow Road Bridge This is an outstanding, unaltered example of a small pony truss built by the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.720434 -76.741289 Hollow Road (TR-430) Schwaben Creek Rural Northumberland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1897 1972 King Bridge Company of Cleveland, Ohio 7 7 39 11.89 41 12.5 14 4.27 https://historicbridges.org/pennsylvania/hollowroadbridge/little_hollowroadbridge_2515_small.jpg https://historicbridges.org/pennsylvania/hollowroadbridge/little_hollowroadbridge_2515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hollowroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.720434,-76.741289
7002 Line Road Bridge This bridge is noted for its v-lacing on its top chord and end posts and for its unusually short span length. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 40.713803 -76.682839 Line Road (TR-454) Schwaben Creek Rural Northumberland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Pony Truss Fixed 2 1 0 0 1897 0 Unknown 7 7 26 7.92 30.8 9.39 14.8 4.51 https://historicbridges.org/pennsylvania/lineroadbridge/little_lineroadbridge_2542_small.jpg https://historicbridges.org/pennsylvania/lineroadbridge/little_lineroadbridge_2542.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lineroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.713803,-76.682839
7003 KH-65 Wright Creek Bridge This is one of two pony truss bridges along this section of highway. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 47.609834 -79.538780 KH-65 Wright Creek Judge (Casey Township) Timiskaming District, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1960 2014 Unknown 6 6 100 30.48 100 30.48 0 0 https://historicbridges.org/ontario/wright/little_20200927_144003_small.jpg https://historicbridges.org/ontario/wright/little_20200927_144003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wright/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.609834,-79.538780
7004 KH-65 Blanche River Bridge This is the largest of two pony truss bridges along this section of highway, and the only three span pony truss surviving on the King's Highways. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 47.609827 -79.541583 KH-65 Blanche River Judge (Casey Township) Timiskaming District, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 7 3 0 0 1960 2014 Unknown 6 6 120 36.58 339 103.33 0 0 https://historicbridges.org/ontario/blanche/little_ian_0143_small.jpg https://historicbridges.org/ontario/blanche/little_ian_0143.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blanche/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.609827,-79.541583
7006 Monadnock Mills Bridge Part of a historic district, this is one of the only surviving Moseley bowstrings in the country, and is also noted for its unique bearing inside a notch of a building. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal Bowstring through truss, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. 43.374258 -72.338157 Pipeline and Former Walkway Sugar River Claremont Sullivan County, New Hampshire New Hampshire United States Metal Bowstring Through Truss Fixed 6 1 0 0 0 0 Moseley Iron Bridge and Roof Company of Boston, Massachusetts 10 10 77 23.47 77 23.47 8 2.44 https://historicbridges.org/newhampshire/monadnockmillsbridge/little_monadnockmillsbridge_4147_small.jpg https://historicbridges.org/newhampshire/monadnockmillsbridge/little_monadnockmillsbridge_4147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/monadnockmillsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.374258,-72.338157
7007 Old Sullivan Company Footbridge This riveted through truss bridge is abandoned but originally provided access directly from the doors of a building to the other side of the river. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.375591 -72.340395 Pedestrian Walkway Sugar River Claremont Sullivan County, New Hampshire New Hampshire United States Metal Baltimore Rivet-Connected Through Truss Fixed 6 1 0 0 1905 0 American Bridge Company of New York, New York 7 7 0 0 0 0 0 0 https://historicbridges.org/newhampshire/oldsullivancompanyfootbridge/little_oldsullivancompanyfootbridge_4477_8_9vib_small.jpg https://historicbridges.org/newhampshire/oldsullivancompanyfootbridge/little_oldsullivancompanyfootbridge_4477_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/oldsullivancompanyfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.375591,-72.340395
7008 Elm Street Bridge This is a large, impressive, and extremely rare Parker patent pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal multiple-type-connected Parker pony truss, fixed. The bridge was primarily built by National Bridge and Iron Works of Boston, Massachusetts. 43.628944 -72.518313 VT-12 (Elm Street) Ottauquechee River Woodstock Windsor County, Vermont Vermont United States Metal Parker Multiple-Type-Connected Pony Truss Fixed 11 1 0 0 1870 1980 National Bridge and Iron Works of Boston, Massachusetts 9 10 110 33.53 112 34.14 25.3 7.71 https://historicbridges.org/vermont/elmstreetbridge/little_elmstreetbridge_3217_small.jpg https://historicbridges.org/vermont/elmstreetbridge/little_elmstreetbridge_3217.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/elmstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.628944,-72.518313
7009 Red Bridge Bypassed and abandoned in 1963, this rare lenticular pony truss bridge has today found new life as a restored bridge for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.522695 -72.838436 Quinnipiac River Gorge Trail (Former Oregon Road Alignment) Quinnipiac River Meriden New Haven County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 1891 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 82 24.99 82 24.99 17 5.18 https://historicbridges.org/connecticut/redbridge/little_redbridge_0243_small.jpg https://historicbridges.org/connecticut/redbridge/little_redbridge_0243.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/redbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.522695,-72.838436
7011 Camp Lavigne Road Bridge This skewed bridge is one of a very small number of state design through truss bridges to use a Baltimore truss configuration. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 41.246249 -76.377501 PA-4049 (Camp Lavigne Road) Fishing Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 1934 2006 Unknown 6 7 133 40.54 138 42.06 23 7.01 https://historicbridges.org/pennsylvania/pa4049bridge/little_pa4049bridge_3955_small.jpg https://historicbridges.org/pennsylvania/pa4049bridge/little_pa4049bridge_3955.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa4049bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.246249,-76.377501
7012 Charles Anderson Memorial Bridge This massive deck truss bridge is one of the few surviving patented Wichert truss bridges in existence. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous rivet-connected Wichert deck truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.434480 -79.950060 Boulevard of the Allies Four Mile Run, Junction Hollow Trail, and Railroad (CSX) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Wichert Rivet-Connected Deck Truss Fixed 16 Continuous 3 0 0 1938 1987 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania Pittsburgh Department of Public Works 8 8 360 109.73 780 237.74 42 12.8 https://historicbridges.org/pennsylvania/charlesandersonmemorialbridge/little_charlesandersonmemorialbridge_8018_small.jpg https://historicbridges.org/pennsylvania/charlesandersonmemorialbridge/little_charlesandersonmemorialbridge_8018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/charlesandersonmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.434480,-79.950060
7013 Nipigon River Railway Bridge This impressive deck truss is noted for its rare fishbelly deck truss main span. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 49.019353 -88.250535 Railroad (Canadian Pacific) Nipigon River, Railroad (Abandoned Canadian National), and Unnamed Road Rural Thunder Bay District, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 0 1905 1910 Unknown 8 8 150 45.72 770 234.7 0 0 https://historicbridges.org/ontario/nipigonriver/little_ian_0040_small.jpg https://historicbridges.org/ontario/nipigonriver/little_ian_0040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/nipigonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.019353,-88.250535
7014 G.D.C. Morton Memorial Bridge This is an extremely rare multi-span example of a pin-connected truss bridge surviving in Ontario. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Bridge and Engineering Company of Peterborough, Ontario. The bridge was primarily designed by William H. Law of Peterborough, Ontario. 44.480020 -77.313255 Bridge Street (Brooklyn Road) Moira River Tweed Hastings County, Ontario Ontario Canada Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1898 0 Central Bridge and Engineering Company of Peterborough, Ontario William H. Law of Peterborough, Ontario 8 9 100 30.48 200 60.96 14 4.27 https://historicbridges.org/ontario/tweed/little_48322373107_0427450525_o_small.jpg https://historicbridges.org/ontario/tweed/little_48322373107_0427450525_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tweed/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.480020,-77.313255
7015 Duluth Aerial Lift Bridge Converted to a lift bridge in 1930, this bridge retains the towers and overhead truss of the only transporter bridge in the United States. The technical description of the main or most noteworthy span of the bridge is a 385.8 ft (117.59 m) metal rivet-connected Pennsylvania through truss, movable: vertical lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Thomas McGilvray of Duluth, Minnesota, Claude Allen Porter Turner of Minneapolis, Minnesota, and Harrington, Howard, and Ash of Kansas City, Missouri. 46.778970 -92.092891 Lake Avenue Duluth Ship Canal Duluth St. Louis County, Minnesota Minnesota United States Metal Pennsylvania Rivet-Connected Through Truss Movable: Vertical Lift 16 1 Concrete T-Beam Fixed 0 2 1905 2011 Unknown Thomas McGilvray of Duluth, Minnesota, Claude Allen Porter Turner of Minneapolis, Minnesota, and Harrington, Howard, and Ash of Kansas City, Missouri 9 10 385.8 117.59 501.7 152.92 24 7.32 https://historicbridges.org/minnesota/duluthlift/little_6d_small.jpg https://historicbridges.org/minnesota/duluthlift/little_6d.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthlift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.778970,-92.092891
7016 Interstate Bridge (Approach Span) Originally a large swing bridge over the river, today only one of the fixed approach truss spans remain today. The technical description of the main or most noteworthy span of the bridge is a 325 ft (99.06 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Alfred P. Boller of Philadelphia, Pennsylvania. 46.750568 -92.100446 Pedestrian Walkway St. Louis River Duluth St. Louis County, Minnesota and Douglas County, Wisconsin Minnesota and Wisconsin United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 1897 0 Pennsylvania Steel Company of Steelton, Pennsylvania Alfred P. Boller of Philadelphia, Pennsylvania 7 8 325 99.06 845 257.56 0 0 https://historicbridges.org/minnesota/duluthinterstate/little_1_39186748365_25da26506c_o_small.jpg https://historicbridges.org/minnesota/duluthinterstate/little_1_39186748365_25da26506c_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthinterstate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.750568,-92.100446
7017 ! Blatnik Bridge John A. Blatnik Bridge, High Bridge This bridge is a rare example of a cantilever truss bridge that features a tied arch suspended span. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal cantilever (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 46.749274 -92.100994 I-535 and US-53 St. Louis Bay Duluth St. Louis County, Minnesota and Douglas County, Wisconsin Minnesota and Wisconsin United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever (Arch and Suspended Deck) 3 Metal Deck Girder Fixed 0 49 1961 2013 American Bridge Company of New York, New York Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 7 7 600 182.88 7985 2433.83 58 17.68 https://historicbridges.org/minnesota/duluthblatnik/little_1_small.jpg https://historicbridges.org/minnesota/duluthblatnik/little_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthblatnik/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.749274,-92.100994
7018 Grassy Point Bridge This railroad bridge is noted for its very large swing span. The technical description of the main or most noteworthy span of the bridge is a 430 ft (131.06 m) metal multiple-type-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 46.728435 -92.143504 Railroad (BNSF) St. Louis River Superior Douglas County, Wisconsin and St. Louis County, Minnesota Minnesota and Wisconsin United States Metal Baltimore Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Through Girder Fixed 0 0 1912 0 American Bridge Company of New York, New York 7 7 430 131.06 1660 505.97 0 0 https://historicbridges.org/minnesota/duluthstlouis/little_7663518830_3053e1a713_o_small.jpg https://historicbridges.org/minnesota/duluthstlouis/little_7663518830_3053e1a713_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/duluthstlouis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.728435,-92.143504
7019 Upper Pacific Mills Bridge Moseley Wrought Iron Arch Bridge This is one of the only surviving patented Thomas Moseley iron arch bridges in existence, and it has been preserved on the grounds of Merrimack College. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal tied Bowstring through arch, fixed. The bridge was primarily built by Moseley Iron Bridge and Roof Company of Boston, Massachusetts. 42.669055 -71.122589 Pedestrian Walkway College Pond North Andover Essex County, Massachusetts United States Metal Bowstring Tied Through Arch Fixed 0 1 0 0 1864 1995 Moseley Iron Bridge and Roof Company of Boston, Massachusetts 9 10 96 29.26 96 29.26 18 5.49 https://historicbridges.org/massachusetts/moseley/little_moseley-wrought-iron-arch-bridge-north-andover-massachusetts_12281966525_o_small.jpg https://historicbridges.org/massachusetts/moseley/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/moseley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.669055,-71.122589
7020 Spring Run Bridge Hidden away on a private farm is this excellent example of a Wrought Iron Bridge Company pony truss. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. 40.958031 -83.385076 Private Access Spring Run Carey Wyandot County, Ohio Ohio United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 35 10.67 35 10.67 0 0 https://historicbridges.org/ohio/carey/little_carey_small.jpg https://historicbridges.org/ohio/carey/little_carey.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/carey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.958031,-83.385076
7021 ! Thomas Avenue Bridge This is a former railroad bridge that was converted for one-lane vehicular use. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.988266 -76.507627 Thomas Avenue (TR-124 and TR-105) Cayuta Creek Sayre Bradford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1892 0 Unknown 7 7 160 48.77 165 50.29 11.2 3.41 https://historicbridges.org/pennsylvania/sayre/little_marc_sayre30_small.jpg https://historicbridges.org/pennsylvania/sayre/little_marc_sayre30.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sayre/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.988266,-76.507627
7022 ! Saugatuck River Bridge William F. Cribari Memorial Bridge Although steel stringers today carry the load of traffic, this bridge retains its extremely early surviving highway swing truss superstructure. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. 41.122706 -73.369252 CT-136 (Bridge Street) Saugatuck River Westport Fairfield County, Connecticut Connecticut United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 10 1 1884 1993 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York 9 9 144 43.89 287 87.48 19.4 5.91 https://historicbridges.org/connecticut/westportcribaribridge/little_westportcribaribridge_8344_5_6vib_small.jpg https://historicbridges.org/connecticut/westportcribaribridge/little_westportcribaribridge_8344_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/westportcribaribridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.122706,-73.369252
7023 Yazoo City Swing Bridge A surprising find in an area that today has no resemblance of a navigable waterway, this long-abandoned bridge is among the oldest highway swing bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal pin-connected Pratt through truss, movable: swing. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 32.845186 -90.422234 Abandoned Road Yazoo River (Old Channel) Yazoo City Yazoo County, Mississippi Mississippi United States Metal Pratt Pin-Connected Through Truss Movable: Swing 0 1 Metal Pratt Pin-Connected Through Truss Fixed 0 1 1882 0 King Bridge Company of Cleveland, Ohio 9 10 190 57.91 275 83.82 0 0 https://historicbridges.org/mississippi/yazoocity/little_yazoocity_brg_4518_19_20vib_small.jpg https://historicbridges.org/mississippi/yazoocity/little_yazoocity_brg_4518_19_20vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/yazoocity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.845186,-90.422234
7024 Norwottuck Rail-Trail Bridge This is a very large and early rivet-connected lattice through truss bridge, and it has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by R. F. Hawkins Iron Works of Springfield, Massachusetts. The bridge was primarily designed by G. M. Tompson . 42.337070 -72.618630 Railroad (Norottuck Rail-Trail) Connecticut River Northampton and Hadley Hampshire County, Massachusetts Massachusetts United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 12 8 0 0 1887 1997 R. F. Hawkins Iron Works of Springfield, Massachusetts G. M. Tompson 9 9 175 53.34 1492 454.76 0 0 https://historicbridges.org/massachusetts/norwottuckrailtrailbridge/little_norwottuckrailtrailbridge_5929_30_31vib_small.jpg https://historicbridges.org/massachusetts/norwottuckrailtrailbridge/little_norwottuckrailtrailbridge_5929_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/norwottuckrailtrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.337070,-72.618630
7025 Calvin Coolidge Memorial Bridge This impressive continuous deck truss is noted for its art deco details. The technical description of the main or most noteworthy span of the bridge is a 296 ft (90.22 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by T. Stuart and Son Company of Harvard, Massachusetts. The bridge was primarily designed by W. and L. Engineering Company of Boston, Massachusetts. 42.336176 -72.618069 MA-9 (Russell Street) Connecticut River Northampton and Hadley Hampshire County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Deck Truss Fixed 14 Continuous 5 Pre-Stressed Concrete Box Beam Fixed 0 8 1937 2003 T. Stuart and Son Company of Harvard, Massachusetts W. and L. Engineering Company of Boston, Massachusetts 9 9 296 90.22 1441 439.22 53.2 16.22 https://historicbridges.org/massachusetts/calvincoolidgememorialbridge/little_calvincoolidgememorialbridge_5293_small.jpg https://historicbridges.org/massachusetts/calvincoolidgememorialbridge/little_calvincoolidgememorialbridge_5293.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/calvincoolidgememorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.336176,-72.618069
7026 Gothic Bridge Bridge 28, Reservoir Bridge By far the most unique of the nationally significant cast iron arch bridges of Central Park, this bridge is named after its Gothic style arches. The technical description of the main or most noteworthy span of the bridge is a 15.2 ft (4.63 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.788918 -73.962077 Pedestrian Walkway Bridle Path New York Manhattan, New York New York United States Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1864 1981 J. B. & W. W. Cornell Iron Works of New York, New York Calvert Vaux and Jacob Wrey Mould 10 10 15.2 4.63 93 28.35 0 0 https://historicbridges.org/newyork/cpgothicbridge/little_cpgothicbridge_4963_4_5vr_small.jpg https://historicbridges.org/newyork/cpgothicbridge/little_cpgothicbridge_4963_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgothicbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.788918,-73.962077
7027 Bow Bridge Bridge 5 With its long, graceful span, this is the most famous of the nationally significant cast iron arch bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Janes, Kirtland and Company of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.775806 -73.971811 Pedestrian Walkway The Lake New York Manhattan, New York New York United States Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1862 1974 Janes, Kirtland and Company of New York, New York Calvert Vaux and Jacob Wrey Mould 10 10 87 26.52 142 43.28 0 0 https://historicbridges.org/newyork/cpbowbridge/little_cpbowbridge_4023_4_5vr_small.jpg https://historicbridges.org/newyork/cpbowbridge/little_cpbowbridge_4023_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpbowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.775806,-73.971811
7028 Vischers Ferry Bridge This nationally significant bridge stands out among all surviving Whipple arch bridges as one that was actually built by Squire Whipple himself. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Squire Whipple of Albany, New York. The bridge was primarily designed by Squire Whipple. 42.792726 -73.795820 Pedestrian Walkway Erie Canal (Original Canal) Rural Saratoga County, New York New York United States Metal (Cast Iron) Bowstring Pony Truss Fixed 7 1 0 0 1869 1998 Squire Whipple of Albany, New York Squire Whipple 9 10 75 22.86 75 22.86 0 0 https://historicbridges.org/newyork/vischersferrybridge/little_vischersferrybridge_5539_40_41vib_small.jpg https://historicbridges.org/newyork/vischersferrybridge/little_vischersferrybridge_5539_40_41vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vischersferrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.792726,-73.795820
7029 Johnstown Bridge Union College Squire Whipple Bridge This rare cast iron Whipple arch bridge was moved and preserved at the college that famous engineer Squire Whipple attended. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (cast iron) Bowstring pony truss, fixed. The bridge was primarily built by Shipman and Son of Springield Centre, New York. The bridge was primarily designed by Squire Whipple. 42.818165 -73.924143 Pedestrian Walkway Hans Groot Kill Schenectady Schenectady County, New York New York United States Metal (Cast Iron) Bowstring Pony Truss Fixed 0 1 0 0 1869 1979 Shipman and Son of Springield Centre, New York Squire Whipple 9 10 60 18.29 60 18.29 0 0 https://historicbridges.org/newyork/johnstownbridge/little_johnstownbridge_5989_small.jpg https://historicbridges.org/newyork/johnstownbridge/little_johnstownbridge_5989.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/johnstownbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.818165,-73.924143
7030 Mill Road Bridge This extremely rare cast iron truss bridge uses the basic design of a Whipple arch, but in the form of a Queenpost pony truss. The technical description of the main or most noteworthy span of the bridge is a 37.7 ft (11.49 m) metal (cast iron) Queenpost pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Squire Whipple. 42.801232 -73.910341 Pedestrian Walkway Unnamed Creek Schenectady Schenectady County, New York New York United States Metal (Cast Iron) Queenpost Pony Truss Fixed 3 1 0 0 0 1983 Unknown Squire Whipple 9 10 37.7 11.49 37.7 11.49 9.2 2.8 https://historicbridges.org/newyork/millroadbridge/little_millroadbridge_6064_5_6vib_small.jpg https://historicbridges.org/newyork/millroadbridge/little_millroadbridge_6064_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/millroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.801232,-73.910341
7031 Warren Road Bridge This bridge is one of two unique, highly ornamental bridges built over the Loch Raven Reservoir. The technical description of the main or most noteworthy span of the bridge is a 213 ft (64.92 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.488608 -76.609617 Warren Road Loch Raven Reservoir (Gunpowder Falls) Rural Baltimore County, Maryland Maryland United States Metal Parker Rivet-Connected Through Truss Fixed 9 3 0 0 1923 1994 Phoenix Bridge Company of Phoenixville, Pennsylvania John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 8 8 213 64.92 640 195.07 20 6.1 https://historicbridges.org/maryland/lochraven/little_marclochraventruss21_small.jpg https://historicbridges.org/maryland/lochraven/little_marclochraventruss21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/lochraven/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.488608,-76.609617
7032 Spring Common Bridge This bridge is noted for its unusually wide design and having three arch lines to accomodate this. The technical description of the main or most noteworthy span of the bridge is a 269 ft (81.99 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.102184 -80.656343 Spring Common Avenue Mahoning River, Front Street, and Railroad Youngstown Mahoning County, Ohio Ohio United States Metal Solid Ribbed Through Arch Fixed 0 1 Metal Through Girder Fixed 0 2 1949 2008 Unknown Wilbur J. Watson and Associates of Cleveland, Ohio 6 6 269 81.99 431 131.37 82 24.99 https://historicbridges.org/ohio/springcommon/little_5058082a_small.jpg https://historicbridges.org/ohio/springcommon/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/springcommon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.102184,-80.656343
7033 Freeport Bridge Donald R. Lobaugh Bridge, Freeport - Garvers Ferry Bridge This is a later, but very large example of a variable depth continuous deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 452 ft (137.77 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Pittsburgh Bridge and Iron Works of Rochester, Pennsylvania and Brayman Construction Company of Gibsonia, Pennsylvania. 40.668586 -79.692185 PA-356 Allegheny River and Railroad (Norfolk Southern) Freeport Westmoreland County, Pennsylvania and Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Bolt-Connected Deck Truss Fixed 16 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 9 1962 2013 Pittsburgh Bridge and Iron Works of Rochester, Pennsylvania and Brayman Construction Company of Gibsonia, Pennsylvania 6 5 452 137.77 2444 744.93 53.8 16.4 https://historicbridges.org/pennsylvania/freeport/little_freeport1_small.jpg https://historicbridges.org/pennsylvania/freeport/little_freeport1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/freeport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.668586,-79.692185
7034 ! Commercial Street Bridge This large concrete arch bridge is configured as two parallel bridges, and is noted for its lack of bracing between arch ribs, giving the bridge an open appearance. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Dinardo Incorporated of Pittsburgh, Pennsylvania. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). 40.425605 -79.906550 I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway East) 9 Mile Run and Commercial Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete T-Beam Fixed 0 12 1950 2007 Dinardo Incorporated of Pittsburgh, Pennsylvania Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) 6 6 176 53.64 863 263.04 0 0 https://historicbridges.org/pennsylvania/commericalstreetviaduct/little_commericalstreetviaduct_8616_7_8vib_small.jpg https://historicbridges.org/pennsylvania/commericalstreetviaduct/little_commericalstreetviaduct_8616_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/commericalstreetviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425605,-79.906550
7035 Pinebank Arch Bridge 15 Noted for its shallow arch, this is one of the group of nationally significant cast iron arch bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.769223 -73.978953 Pedestrian Walkway Bridle Path New York Manhattan, New York New York United States Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1861 1984 J. B. & W. W. Cornell Iron Works of New York, New York Calvert Vaux and Jacob Wrey Mould 10 10 60 18.29 85 25.91 0 0 https://historicbridges.org/newyork/cppinebankarch/little_cppinebankarch_3507_8_9vr_small.jpg https://historicbridges.org/newyork/cppinebankarch/little_cppinebankarch_3507_8_9vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cppinebankarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.769223,-73.978953
7036 Southeast Reservoir Bridge Bridge 24, South Gate House Bridge With its visually striking arch, this is one of the nationally significant cast iron bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.781947 -73.962696 Pedestrian Walkway Bridle Path New York Manhattan, New York New York United States Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1864 2012 J. B. & W. W. Cornell Iron Works of New York, New York Calvert Vaux and Jacob Wrey Mould 10 10 33 10.06 0 0 0 0 https://historicbridges.org/newyork/cpreservoirbridgesoutheast/little_cpreservoirbridgesoutheast_4323_4_5vr_small.jpg https://historicbridges.org/newyork/cpreservoirbridgesoutheast/little_cpreservoirbridgesoutheast_4323_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpreservoirbridgesoutheast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.781947,-73.962696
7037 Southwest Reservoir Bridge Bridge 27 This is one of the beautiful and nationally significant cast iron arch bridges in Central Park. The technical description of the main or most noteworthy span of the bridge is a 38.8 ft (11.83 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by J. B. & W. W. Cornell Iron Works of New York, New York. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.784464 -73.966252 Pedestrian Walkway Bridle Path New York Manhattan, New York New York United States Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1864 1979 J. B. & W. W. Cornell Iron Works of New York, New York Calvert Vaux and Jacob Wrey Mould 10 10 38.8 11.83 73.6 22.43 0 0 https://historicbridges.org/newyork/cpreservoirbridgesouthwest/little_cpreservoirbridgesouthwest_4777_8_9vib_small.jpg https://historicbridges.org/newyork/cpreservoirbridgesouthwest/little_cpreservoirbridgesouthwest_4777_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpreservoirbridgesouthwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.784464,-73.966252
7038 Terrace Bridge Bridge 1, Bethesda Terrace Bridge This unique bridge is so extensively decorated, the underlying superstructure is completely hidden. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.773700 -73.971090 Center Drive (Terrace Drive) Pedestrian Plaza (The Mall) New York Manhattan, New York New York United States Metal Deck Girder Fixed 0 1 0 0 1863 0 Unknown Calvert Vaux and Jacob Wrey Mould 8 8 29 8.84 0 0 0 0 https://historicbridges.org/newyork/cpbethesdaterrace/little_cpbethesdaterrace_3621_2_3vr_small.jpg https://historicbridges.org/newyork/cpbethesdaterrace/little_cpbethesdaterrace_3621_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpbethesdaterrace/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.773700,-73.971090
7039 Greywacke Arch Bridge 23 This bridge is noted for its unique Saracenic pointed arch shape. The technical description of the main or most noteworthy span of the bridge is a 18.25 ft (5.56 m) stone and brick deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.779079 -73.965557 East Drive Pedestrian Walkway New York Manhattan, New York New York United States Stone and Brick Deck Arch Fixed 0 1 0 0 1862 1985 Unknown Calvert Vaux and Jacob Wrey Mould 7 7 18.25 5.56 31 9.45 0 0 https://historicbridges.org/newyork/cpgreywackearch/little_cpgreywackearch_4242_3_4vr_small.jpg https://historicbridges.org/newyork/cpgreywackearch/little_cpgreywackearch_4242_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgreywackearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.779079,-73.965557
7040 Greyshot Arch Bridge 13 This bridge is one of many attractive stone arch bridges found in Central Park. The technical description of the main or most noteworthy span of the bridge is a 30.5 ft (9.3 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.769257 -73.979901 West Drive Pedestrian Walkway New York Manhattan, New York New York United States Stone and Brick Elliptical Deck Arch Fixed 0 1 0 0 1862 0 Calvert Vaux and Jacob Wrey Mould 7 7 30.5 9.3 100 30.48 44.3 13.5 https://historicbridges.org/newyork/cpgreyshotarch/little_cpgreyshotarch_3570_1_2vib_small.jpg https://historicbridges.org/newyork/cpgreyshotarch/little_cpgreyshotarch_3570_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgreyshotarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.769257,-73.979901
7041 Driprock Arch Bridge 2 This arch bridge is noted for its prominent use of brick in its design. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.768518 -73.975677 Center Drive Pedestrian Walkway (Former Bridle Path) New York Manhattan, New York New York United States Stone and Brick Elliptical Deck Arch Fixed 0 1 0 0 1859 0 Unknown Calvert Vaux and Jacob Wrey Mould 7 7 24 7.32 79.7 24.29 0 0 https://historicbridges.org/newyork/cpdriprockarch/little_cpdriprockarch_3153_4_5vr_small.jpg https://historicbridges.org/newyork/cpdriprockarch/little_cpdriprockarch_3153_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpdriprockarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.768518,-73.975677
7042 Playmates Arch Bridge 14 This arch bridge is noted for using three colors of stone and brick. The technical description of the main or most noteworthy span of the bridge is a 17.6 ft (5.36 m) stone deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.769560 -73.974827 Center Drive Pedestrian Walkway New York Manhattan, New York New York United States Stone Deck Arch Fixed 0 1 Elliptical 0 0 1863 1989 Unknown Calvert Vaux and Jacob Wrey Mould 7 7 17.6 5.36 63 19.2 0 0 https://historicbridges.org/newyork/cpplaymatesarch/little_cpplaymatesarch_3204_small.jpg https://historicbridges.org/newyork/cpplaymatesarch/little_cpplaymatesarch_3204.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpplaymatesarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.769560,-73.974827
7043 Gapstow Bridge Bridge 35 This bridge is one of the younger stone arch bridges in the park, but remains a historic and beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) stone deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Howard and Caudwell. 40.766934 -73.973810 Pedestrian Walkway The Pond New York Manhattan, New York New York United States Stone Deck Arch Fixed 0 1 0 0 1896 0 Unknown Howard and Caudwell 7 5 44 13.41 0 0 0 0 https://historicbridges.org/newyork/cpgapstowbridge/little_11171201883_71b14e5fbd_o_small.jpg https://historicbridges.org/newyork/cpgapstowbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cpgapstowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.766934,-73.973810
7044 Trefoil Arch This bridge is noted for its unusual arch shape, which occurs only on the southeast side of the bridge. The technical description of the main or most noteworthy span of the bridge is a 15.8 ft (4.82 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux and Jacob Wrey Mould. 40.774522 -73.968884 East Drive Pedestrian Walkway New York Manhattan, New York New York United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1862 1985 Unknown Calvert Vaux and Jacob Wrey Mould 7 7 15.8 4.82 110 33.53 33 10.06 https://historicbridges.org/newyork/cptrefoilarch/little_1_1_small.jpg https://historicbridges.org/newyork/cptrefoilarch/little_1_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cptrefoilarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.774522,-73.968884
7045 Pont de Saint-Joseph-de-Beauce This bridge is noted for its uncommon and large Baltimore truss spans. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). 46.307990 -70.885360 QC-276 (Route Lagueux, Rue Martel) Rivière Chaudière Saint-Joseph-de-Beauce Chaudiére-Appalaches, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 16 2 0 0 1908 0 Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) 7 7 210 64.01 420 128.02 0 0 https://historicbridges.org/quebec/saintjosephdebeauce/little_saintjosephdebeauce_6926_7_8vaa_small.jpg https://historicbridges.org/quebec/saintjosephdebeauce/little_saintjosephdebeauce_6926_7_8vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintjosephdebeauce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.307990,-70.885360
7046 Pont des Moulins (Moulins Bridge) This nice looking two span one-lane riveted through truss continues to carry traffic including large trucks. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.129660 -72.595200 QC-226 (Rue Principale) Rivière Nicolet Sud-Ouest La Visitation-de-Yamaska Centre-du-Québec, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 2 0 0 1914 0 Unknown 7 7 135 41.15 280 85.34 0 0 https://historicbridges.org/quebec/lavisitationdeyamaska/little_lavisitationdeyamaska_4043aa_small.jpg https://historicbridges.org/quebec/lavisitationdeyamaska/little_lavisitationdeyamaska_4043aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lavisitationdeyamaska/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.129660,-72.595200
7047 Pont Av de l'Église (Av de l'Église Bridge) This unusual bridge is a swing bridge that was cut in half, leaving one of the original two arms crossing the waterway. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected through truss, fixed. The bridge was primarily built by Unknown. 45.465079 -73.595782 Av de l'Église Canal de Lachine Montréal Montréal, Québec Québec Canada Metal Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 5 4 100 30.48 108 32.92 23 7.01 https://historicbridges.org/quebec/avdeleglise/little_s_2441_small.jpg https://historicbridges.org/quebec/avdeleglise/little_s_2441.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avdeleglise/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.465079,-73.595782
7048 Pont Trahan-Savoie (Trahan-Savoie Bridge) Le pont d'en haut This traditional riveted Pratt through truss sits on a concrete substructure, which also has portions of an earlier stone abutment incorporated into it. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.337940 -72.435730 Chemin du Petit-Chenal (Avenue Nicolas Perrot) Rivière Bécancour Bécancour Centre-du-Québec, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 2 0 0 1922 0 Unknown 7 7 135 41.15 280 85.34 0 0 https://historicbridges.org/quebec/becancour/little_becancour_4850aa_small.jpg https://historicbridges.org/quebec/becancour/little_becancour_4850aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/becancour/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.337940,-72.435730
7049 Pont de Sainte-Anne (Sainte-Anne Bridge) This swing bridge with numerous fixed through truss approach spans is the largest and most visually striking bridge in Saguenay-Lac-Saint-Jean. The technical description of the main or most noteworthy span of the bridge is a 367 ft (111.86 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec, Desantis, Gagnon and Tremblay, and Eastern Canada Steel and Iron Works. The bridge was primarily designed by Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley). 48.432400 -71.067970 Rue Sainte-Anne (Rue Du Pont) Rivière Saguenay Saguenay (Chicoutimi) Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 16 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 6 1933 0 Dominion Bridge Company of Montréal, Québec, Desantis, Gagnon and Tremblay, and Eastern Canada Steel and Iron Works Monsarrat and Pratley of Montréal, Québec (Charles Nicholas Monsarrat and Philip Louis Pratley) 9 10 367 111.86 1496 455.98 0 0 https://historicbridges.org/quebec/pontdesainteanne/little_pontdesainteanne_6005aa_small.jpg https://historicbridges.org/quebec/pontdesainteanne/little_pontdesainteanne_5897aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontdesainteanne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.432400,-71.067970
7050 Pont de Saint-Casimir (Saint-Casimir Bridge) Leading directly to a beautiful historic church in the center of town, this is a rare small-scale Baltimore truss bridge that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. 46.655520 -72.138760 QC-354 (Rue Notre Dame) Rivière Sainte-Anne Saint-Casimir Capitale-Nationale, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 12 2 0 0 1932 0 Gauthier et Julien of Portneuf Station, Quebec 7 8 160 48.77 324 98.76 0 0 https://historicbridges.org/quebec/stcasimir/little_stcasimir_1016aa_small.jpg https://historicbridges.org/quebec/stcasimir/little_stcasimir_1016aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stcasimir/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.655520,-72.138760
7051 Pont Provost (Provost Bridge) This is a graceful riveted Parker through truss bridge in a tranquil rural setting. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.616970 -72.622860 Rue Provost Rivière Noire Rural Montérégie, Québec Québec Canada Metal Parker Rivet-Connected Through Truss Fixed 11 1 0 0 0 0 Dominion Bridge Company of Montréal, Québec 7 7 190 57.91 190 57.91 14 4.27 https://historicbridges.org/quebec/rueprovost/little_rueprovost_2078_small.jpg https://historicbridges.org/quebec/rueprovost/little_rueprovost_2078.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rueprovost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.616970,-72.622860
7052 Pont Gouin (Gouin Bridge) This traditional Pratt through truss has a large plaque bearing its name on the portal bracing. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Tessier et Paquet. 46.659032 -72.133053 Chemin de l'Île Grandbois Rivière Noire Saint-Casimir Capitale-Nationale, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 0 1 0 0 1911 0 Tessier et Paquet 7 7 135 41.15 135 41.15 0 0 https://historicbridges.org/quebec/pontgouin/little_pontgouin_0803_4_5vaa_small.jpg https://historicbridges.org/quebec/pontgouin/little_pontgouin_0803_4_5vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontgouin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.659032,-72.133053
7053 Pont Reed-Seguin (Reed-Seguin Bridge) This is a notable, two-span Double-Warren through truss bridge in the heart of a historic village. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.824130 -73.422620 Rue Du Pont Rivière L'Assomption L'Assomption Lanaudière, Québec Québec Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 12 2 0 0 1920 0 Dominion Bridge Company of Montréal, Québec 8 8 170 51.82 350 106.68 16 4.88 https://historicbridges.org/quebec/pontreedseguin/little_pontreedseguin_6509aa_small.jpg https://historicbridges.org/quebec/pontreedseguin/little_pontreedseguin_6509aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontreedseguin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.824130,-73.422620
7054 Jordan Station Railway Bridge This is a large and impressive multi-span deck truss bridge, and it sits next to the stone piers of the previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.165196 -79.370422 Railroad (Canadian National) 20 Mile Creek (Jordan Harbour) Lincoln Niagara Region, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 6 8 0 0 0 0 Unknown 8 8 115 35.05 1170 356.62 0 0 https://historicbridges.org/ontario/jordanharbour/main_small.jpg https://historicbridges.org/ontario/jordanharbour/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jordanharbour/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165196,-79.370422
7055 Pont Laviolette (Laviolette Bridge) This massive bridge is the only bridge in between Montréal and Québec City. The technical description of the main or most noteworthy span of the bridge is a 1100 ft (335.28 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Georges Demers. 46.307261 -72.561694 Autoroute 55 St. Lawrence River (Fleuve Saint-Laurent) Trois-Rivières and Bécancour Mauricie, Québec Québec Canada Metal Warren Bolt-Connected Through Truss Fixed 0 Cantilever (Arch and Suspended Deck) 3 Corrugated Multi-Plate Warren Bolt-Connected Through Truss Fixed 0 0 1967 2007 Dominion Bridge Company of Montréal, Québec Georges Demers 7 7 1100 335.28 8881 2706.93 0 0 https://historicbridges.org/quebec/laviolette/little_1_small.jpg https://historicbridges.org/quebec/laviolette/little_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/laviolette/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.307261,-72.561694
7057 ! Pont de Batiscan (Batiscan Bridge) This bridge, which may be unique among surviving bridges in the province, contains a tiny single leaf bascule span flanked by impressive through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by MacKinnon Steel Corporation of Sherbrooke, Québec. 46.520964 -72.245905 QC-138 (Rue Principale) Rivière Batiscan Batiscan Mauricie, Québec Québec Canada Metal Through Girder Movable: Single Leaf Bascule Fixed Trunnion 0 1 Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 6 1920 0 MacKinnon Steel Corporation of Sherbrooke, Québec 8 8 60 18.29 1214 370.03 18 5.49 https://historicbridges.org/quebec/batiscanhighway/little_batiscanhighway_1367aa_small.jpg https://historicbridges.org/quebec/batiscanhighway/little_batiscanhighway_1367aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/batiscanhighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.520964,-72.245905
7058 Pont Ferroviaire de Batiscan (Batiscan Railway Bridge) This railroad bridge features a plate girder swing span, with slightly larger fixed through truss approach spans at each end. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal through girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 46.521953 -72.256042 Railroad Rivière Batiscan Batiscan Mauricie, Québec Québec Canada Metal Through Girder Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 4 0 0 Unknown 8 8 130 39.62 790 240.79 0 0 https://historicbridges.org/quebec/batiscanrail/little_batiscanrail_1736aa_small.jpg https://historicbridges.org/quebec/batiscanrail/little_batiscanrail_1736aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/batiscanrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.521953,-72.256042
7059 Pont Duplessis (Duplessis Bridge) This is a very long, low-level deck truss bridge with a complicated history. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Dufresne Engineering Company. 46.358120 -72.537270 QC-138 (Boulevard du St. Maurice) Rivière Saint-Maurice (West Channel) Trois-Rivières Mauricie, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 18 Continuous (Straight Chords) 8 0 0 1948 1953 Dominion Bridge Company of Montréal, Québec Dufresne Engineering Company 6 7 180 54.86 1330 405.38 42 12.8 https://historicbridges.org/quebec/pontduplessis/little_pontduplessis_4379_80_81vaa_small.jpg https://historicbridges.org/quebec/pontduplessis/little_pontduplessis_4379_80_81vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontduplessis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.358120,-72.537270
7060 Pont des Lefebvre (Lefebvre Bridge) This riveted Pratt through truss crosses a scenic river with rocky edges. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. 46.676980 -72.095440 Route des Lefebvre Rivière Sainte-Anne Saint-Casimir Capitale-Nationale, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1915 0 Gauthier et Julien of Portneuf Station, Quebec 6 6 105 32 110 33.53 0 0 https://historicbridges.org/quebec/routedeslefebvre/little_routedeslefebvre_0764_5_6raa_small.jpg https://historicbridges.org/quebec/routedeslefebvre/little_routedeslefebvre_0764_5_6raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/routedeslefebvre/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.676980,-72.095440
7061 Pont de l'avenue Lambert (Avenue Lambert Bridge) This is an attractive Baltimore through truss bridge in a scenic rural setting. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania). 46.258640 -70.834160 Avenue Lambert Rivière Le Bras Beauceville Chaudiére-Appalaches, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 16 1 0 0 1908 0 Phoenix Bridge and Iron Works of Montréal, Québec (Phoenix Bridge Company of Phoenixville, Pennsylvania) 7 7 180 54.86 180 54.86 0 0 https://historicbridges.org/quebec/avenuelambert/little_avenuelambert_6707aa_small.jpg https://historicbridges.org/quebec/avenuelambert/little_avenuelambert_6707aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/avenuelambert/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.258640,-70.834160
7062 Pont Galipeau (Galipeau Bridge) This is an excellent example of a double-intersection Warren through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 46.027470 -72.487980 Rang Saint-Joachim Rivière Nicolet Sud-Ouest Sainte-Brigitte-des-Saults Centre-du-Québec, Québec Québec Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 7 7 160 48.77 160 48.77 0 0 https://historicbridges.org/quebec/stebrigittedessaults/little_stebrigittedessaults_4493aa_small.jpg https://historicbridges.org/quebec/stebrigittedessaults/little_stebrigittedessaults_4493aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stebrigittedessaults/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.027470,-72.487980
7063 Pont Galipeault (Galipeault Bridge) This bridge was built by a notable Québec bridge builder is located on an important historical route, Chemin Du Roy. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. 46.228330 -73.016050 Rue St. Laurent (Chemin Du Roy) Rivière Maskinongé Maskinongé Mauricie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 1 1927 0 Gauthier et Julien of Portneuf Station, Quebec 6 6 115 35.05 170 51.82 0 0 https://historicbridges.org/quebec/pontgalipeault/little_pontgalipeault_6113aa_small.jpg https://historicbridges.org/quebec/pontgalipeault/little_pontgalipeault_6113aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontgalipeault/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.228330,-73.016050
7064 Pont de la Rivière Maskinongé (Rivière Maskinongé Bridge) This truss bridge is noted for its v-laced end posts, giving it a more open appearance. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Gauthier et Julien of Portneuf Station, Quebec. 46.182210 -73.033490 Rang de la Rivière Sud-Est Rivière Maskinongé Maskinongé Mauricie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 1926 0 Gauthier et Julien of Portneuf Station, Quebec 7 7 0 0 0 0 0 0 https://historicbridges.org/quebec/maskinonge/little_maskinonge_6479_80_81raa_small.jpg https://historicbridges.org/quebec/maskinonge/little_maskinonge_6479_80_81raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/maskinonge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.182210,-73.033490
7065 Pont Ferroviaire du Chenal Est de la Rivière Saint-Maurice (East Channel Saint-Maurice River Railway Bridge) This impressive railway swing bridge remains open for use by trains, but also has a walkway that is legal for the public to walk on. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 46.360709 -72.522647 Railroad (Quebec Gatineau Railway) Rivière Saint-Maurice (East Channel) Trois-Rivières Mauricie, Québec Québec Canada Metal Camelback Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 4 0 0 Unknown 8 8 255 77.72 0 0 0 0 https://historicbridges.org/quebec/troisrivieresrail/little_troisrivieresrail_4124_5_6raa_small.jpg https://historicbridges.org/quebec/troisrivieresrail/little_troisrivieresrail_4124_5_6raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/troisrivieresrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.360709,-72.522647
7066 Pont Ferroviaire de la Rivière Saint-Maurice (Saint-Maurice River Railway Bridge) This is a large, multi-span through truss with latticed end posts that remains in use by trains. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.366473 -72.555930 Railroad (Quebec Gatineau Railway) Rivière Saint-Maurice Trois-Rivières Mauricie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 9 5 Metal Deck Girder Fixed 0 0 0 0 Unknown 8 8 225 68.58 1125 342.9 0 0 https://historicbridges.org/quebec/troisrivieresrail2/little_troisrivieresrail2_4565_6_7vaa_small.jpg https://historicbridges.org/quebec/troisrivieresrail2/little_troisrivieresrail2_4565_6_7vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/troisrivieresrail2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366473,-72.555930
7067 Pont Ferroviaire de Belœil (Beloeil Railway Bridge) This large, heavy duty deck truss bridge crosses at the location of the worst rail disaster in Canadian history, involving a previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 45.548100 -73.210030 Railroad (Canadian National) Rivière Richelieu and Rue Richelieu Belœil and Otterburn Park Montérégie, Québec Québec Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 6 Metal Through Girder Fixed 0 3 0 0 Unknown 7 7 155 47.24 1170 356.62 26 7.92 https://historicbridges.org/quebec/beloeil/little_beloeil_9389_90_91vaa_small.jpg https://historicbridges.org/quebec/beloeil/little_beloeil_9389_90_91vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/beloeil/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.548100,-73.210030
7068 Pont de Sainte-Martine (Sainte-Martine Bridge) This extremely rare surviving pin-connected truss bridge carries highway traffic next to a railway bridge, and may have a complicated history. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.252450 -73.799950 Rue du Pont Rivière Châteauguay Sainte-Martine Montérégie, Québec Québec Canada Metal Pratt Pin-Connected Through Truss Fixed 0 3 0 0 0 0 Unknown 7 7 110 33.53 330 100.58 0 0 https://historicbridges.org/quebec/stemartine/little_stemartine_8102aa_small.jpg https://historicbridges.org/quebec/stemartine/little_stemartine_8102aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemartine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.252450,-73.799950
7068 Pont Ferroviaire de Sainte-Martine (Sainte-Martine Railway Bridge) This girder bridge sits next to a highway bridge on the same substructure and has some unusual design details. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal through girder, fixed. The bridge was primarily built by Unknown. 45.252357 -73.799981 Railroad (Rail-Trail) Rivière Châteauguay Sainte-Martine Montérégie, Québec Québec Canada Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 7 7 110 33.53 330 100.58 0 0 https://historicbridges.org/quebec/stemartinegirder/little_stemartinegirder_8219_20_21vaa_small.jpg https://historicbridges.org/quebec/stemartinegirder/little_stemartinegirder_8219_20_21vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemartinegirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.252357,-73.799981
7069 Pont Ferroviaire de Coteau (Coteau Railway Bridge) This very long bridge is actually three bridges separated by two islands. The technical description of the main or most noteworthy span of the bridge is a 355 ft (108.2 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 45.260920 -74.191250 Railroad (Canadian National) St. Lawrence River (Fleuve Saint-Laurent) Coteau-du-Lac and Salaberry-de-Valleyfield Montérégie, Québec Québec Canada Metal Camelback Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 12 1 Metal Camelback Rivet-Connected Through Truss Fixed 8 17 0 0 Unknown 7 7 355 108.2 3900 1188.72 0 0 https://historicbridges.org/quebec/lescoteauxriver/little_lescoteauxriver_6392_3_4vaa_small.jpg https://historicbridges.org/quebec/lescoteauxriver/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lescoteauxriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.260920,-74.191250
7069 Pont ferroviaire du canal de Soulanges (Soulanges Canal Railway Bridge) This bridge has strong heritage value in conveying this waterway's former navigational use as a canal. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Warren through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 45.262642 -74.197647 Railroad Canal de Soulanges Coteau-du-Lac Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Fixed Rim Bearing Center Pier 0 1 Concrete Slab Fixed 0 0 1915 0 Unknown 7 7 185 56.39 333 101.5 0 0 https://historicbridges.org/quebec/lescoteauxrailcanal/little_lescoteauxrailcanal_6200aa_small.jpg https://historicbridges.org/quebec/lescoteauxrailcanal/little_lescoteauxrailcanal_6200aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lescoteauxrailcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.262642,-74.197647
7072 Pont de Vallée-Jonction (Vallée-Jonction Bridge) This is an outstanding, increasingly rare example of a steel through arch bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by MacKinnon Steel Corporation of Sherbrooke, Québec. 46.374000 -70.929210 QC-112 (Rue du Pont) Rivière Chaudière Vallée-Jonction Chaudiére-Appalaches, Québec Québec Canada Metal Solid Ribbed Tied Through Arch Fixed 7 2 Concrete T-Beam Fixed 0 4 1939 0 MacKinnon Steel Corporation of Sherbrooke, Québec 7 7 140 42.67 495 150.88 0 0 https://historicbridges.org/quebec/valleejonctionhighway/little_valleejonctionhighway_7637_8_9vaa_small.jpg https://historicbridges.org/quebec/valleejonctionhighway/little_valleejonctionhighway_7637_8_9vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/valleejonctionhighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.374000,-70.929210
7073 Smooth Rock Falls Bridge This is an extremely rare surviving example of a continuous through truss bridge in Ontario, and is also extremely unusual for its use of a Pratt style truss configuration. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Foundation Company of Canada and N.H Nixon. 49.276024 -81.638756 KH-11 (Trans-Canada Highway) Mattagami River Smooth Rock Falls Cochrane District, Ontario Ontario Canada Metal Pratt Bolt-Connected Through Truss Fixed 10 3 0 0 1956 0 Foundation Company of Canada and N.H Nixon 8 9 300 91.44 720 219.46 0 0 https://historicbridges.org/ontario/smoothrockfalls/little_ian_0078_small.jpg https://historicbridges.org/ontario/smoothrockfalls/little_ian_0078.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/smoothrockfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.276024,-81.638756
7074 Harstone Bridge This massive but narrow pony truss bridge clearly displays its heritage as a former railway bridge. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 48.368818 -89.592770 Harstone Drive Kaministiquia River Rural Thunder Bay District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 2 Metal Deck Girder Fixed 0 0 1922 0 Unknown 7 7 107 32.61 368 112.17 0 0 https://historicbridges.org/ontario/harstonebridge/little_ian_0126_small.jpg https://historicbridges.org/ontario/harstonebridge/little_ian_0126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/harstonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.368818,-89.592770
7075 Traverston Bridge This is a beautiful through truss bridge located in a scenic rural setting. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 44.269546 -80.745525 Traverston Road Rocky Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1930 1996 Unknown 7 7 115 35.05 115 35.05 0 0 https://historicbridges.org/ontario/traverston/little_20200505_152643_small.jpg https://historicbridges.org/ontario/traverston/little_20200505_152643.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/traverston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.269546,-80.745525
7076 M-48 Rudyard Bridge This bridge is one of a few unusual bridges along this stretch of I-75 noted for their use of built-up riveted steel bents for a substructure. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Alpine Excavating Company of St. Ignace, Michigan and Raff and Dexter of Lansing, Michigan. 46.230484 -84.561214 M-48 (19 Mile Road) I-75 Rudyard Chippewa County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 12 0 0 1962 0 Alpine Excavating Company of St. Ignace, Michigan and Raff and Dexter of Lansing, Michigan 2 3 72 21.95 673 205.13 25.6 7.8 https://historicbridges.org/michigan/rudyard/little_m480743_small.jpg https://historicbridges.org/michigan/rudyard/little_m480743.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rudyard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.230484,-84.561214
7078 Cummings Bridge This large multi-span concrete open spandrel arch bridge was extensively rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.433153 -75.671370 Rideau Street and Montreal Road Rideau River Ottawa Ottawa City, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1921 0 Unknown 6 7 100 30.48 700 213.36 0 0 https://historicbridges.org/ontario/cummings/little_ian_0035_small.jpg https://historicbridges.org/ontario/cummings/little_ian_0035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cummings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.433153,-75.671370
7079 Pooley's Bridge Although very little material from the original bridge remains, this bridge still replicates the appearance of the oldest bridge in Ottawa. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 45.416579 -75.710839 Fleet Street Fleet Street Pumping Station Channel Tail Race Ottawa Ottawa City, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 3 0 0 1873 2001 Unknown 2 2 0 0 100 30.48 0 0 https://historicbridges.org/ontario/pooleys/little_ian_0156_small.jpg https://historicbridges.org/ontario/pooleys/little_ian_0156.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pooleys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.416579,-75.710839
7080 Laurier Bridge This bridge is an early and very unusual surviving example of a riveted steel deck arch in Canada. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 45.422592 -75.689177 Laurier Avenue Rideau Canal, Queen Elizabeth Driveway, Colonel By Drive Ottawa Ottawa City, Ontario Ontario Canada Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 0 1900 2003 Unknown 8 8 80 24.38 305 92.96 0 0 https://historicbridges.org/ontario/laurier/little_ian_0002edit_small.jpg https://historicbridges.org/ontario/laurier/little_ian_0002edit.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/laurier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.422592,-75.689177
7081 Woodstock Railway Bridge This is a traditionally composed through plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.145058 -80.766473 Railroad (Canadian Pacific) Thames River Woodstock Oxford County, Ontario Ontario Canada Metal Through Girder Fixed 0 4 0 0 0 0 Unknown 2 5 77 23.47 308 93.88 0 0 https://historicbridges.org/ontario/woodstockthamesrr/little_brg_2416_7_8v_small.jpg https://historicbridges.org/ontario/woodstockthamesrr/little_brg_2416_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/woodstockthamesrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.145058,-80.766473
7082 Old Finch Avenue Bridge This is a notable example of a mid-20th century Bailey truss bridge, erected in a time of emergency after a flood. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by 2nd Field Engineer Regiment of the Canadian Military Engineers. 43.825304 -79.196726 Old Finch Avenue Rouge River Toronto Toronto City, Ontario Ontario Canada Metal Bailey Double-Truss, Single-Story Pony Truss Fixed 0 2 0 0 1954 0 2nd Field Engineer Regiment of the Canadian Military Engineers 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/finchtoronto/little_finchroad_3960_small.jpg https://historicbridges.org/ontario/finchtoronto/little_finchroad_3960.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/finchtoronto/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.825304,-79.196726
7083 Pont Ferroviaire de la Rivière Saint-François (Saint-François River Railway Bridge) This is a rare example of a pin-connected truss bridge in the province, and is also noted for its handsome stone substructure. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 45.674360 -72.179150 Railroad (St. Lawrence and Atlantic Railroad) Rivière Saint-François Rural Estrie, Québec Québec Canada Metal Pratt Pin-Connected Deck Truss Fixed 7 2 0 0 0 0 Unknown 8 8 163 49.68 318 96.93 0 0 https://historicbridges.org/quebec/richmondrail/little_richmondrail_4703aa_small.jpg https://historicbridges.org/quebec/richmondrail/little_richmondrail_4703aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/richmondrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.674360,-72.179150
7084 Pont Ferroviaire de la Rivière Métabetchouane (Métabetchouane River Railway Bridge) Pont Ferroviaire de Desbiens (Desbiens Railway Bridge) This two span through truss crosses a scenic waterway and rests on impressive stone abutments and pier. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 48.420810 -71.965600 Railroad (Canadian National) Rivière Métabetchouane Desbiens Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 2 0 0 0 0 Canadian Bridge Company of Walkerville, Ontario 7 8 205 62.48 415 126.49 0 0 https://historicbridges.org/quebec/desbiens/little_desbiens_9752_3_4vaa_small.jpg https://historicbridges.org/quebec/desbiens/little_desbiens_9752_3_4vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/desbiens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.420810,-71.965600
7084 Pont Ferroviaire de la Belle Rivière (Belle River Railway Bridge) Pont Ferroviaire de Saint-Gédéon (Saint-Gédéon Railway Bridge) This single span through truss flanked by deck plate girder spans crosses a scenic waterway and rests on impressive stone abutments and piers. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 48.480776 -71.793606 Railroad (Canadian National) Belle Rivière Saint-Gédéon Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 0 0 Canadian Bridge Company of Walkerville, Ontario 7 7 155 47.24 270 82.3 0 0 https://historicbridges.org/quebec/saintgedeon/little_saintgedeon_0035_6_7vaa_small.jpg https://historicbridges.org/quebec/saintgedeon/little_saintgedeon_0035_6_7vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintgedeon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.480776,-71.793606
7085 Columbia Parkway Viaduct This impressive continuous deck truss carries Columbia Parkway over several streets. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Cincinnati. 39.103444 -84.501090 Columbia Parkway I-174 and Various Streets Cincinnati Hamilton County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Continuous 7 Metal Deck Girder Fixed 0 10 1938 1997 Unknown City of Cincinnati 7 8 170 51.82 1659 505.66 56 17.07 https://historicbridges.org/ohio/columbiaparkwaybridge/little_img_20190922_110444_small.jpg https://historicbridges.org/ohio/columbiaparkwaybridge/little_img_20190922_110444.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/columbiaparkwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.103444,-84.501090
7086 Greenlawn Cemetery Bridge One of the oldest stringer bridges in Ohio, this is also highly significant for its elaborate ornamental details. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Fritz-Rumer-Cooke Company of Columbus, Ohio. 39.937053 -83.035472 Cemetery Drive Cemetery Drive Columbus Franklin County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1898 2003 Fritz-Rumer-Cooke Company of Columbus, Ohio 8 8 0 0 50 15.24 0 0 https://historicbridges.org/ohio/greenlawncemeterybridge/little_img_20190922_165508_small.jpg https://historicbridges.org/ohio/greenlawncemeterybridge/little_img_20190922_165508.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/greenlawncemeterybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.937053,-83.035472
7087 Massillon Railroad Bridge This unique bridge is noted for its curved span arrangement and for its extremely heavy skew. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by E. J. Albrecht Company of Chicago, Illinois and Mount Vernon Bridge Company of Mount Vernon, Ohio. 40.791964 -81.526095 Railroad (R.J. Corman Railroad, Former Pennsylvania Railroad) Tuscarawas River Massillon Stark County, Ohio Ohio United States Metal Pratt Rivet-Connected Through Truss Fixed 8 3 0 0 1947 0 E. J. Albrecht Company of Chicago, Illinois and Mount Vernon Bridge Company of Mount Vernon, Ohio 7 7 200 60.96 595 181.36 30 9.14 https://historicbridges.org/ohio/massillonrailroadbridge/little_massillonrailroadbridge_4129_30_31vib_small.jpg https://historicbridges.org/ohio/massillonrailroadbridge/little_massillonrailroadbridge_4129_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/massillonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.791964,-81.526095
7088 Pumphouse Road Bridge Old Reid Park Bridge This bridge with its unique ornamental details is the only known surviving example of a bridge built by this small Ohio bridge builder. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rogers Iron Company of Springfield, Ohio. 39.941120 -83.758480 Pumphouse Road (Buck Creek Trail) Beaver Creek Springfield Clark County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1905 1967 Rogers Iron Company of Springfield, Ohio 6 8 103 31.39 107 32.61 16 4.88 https://historicbridges.org/ohio/oldpumphousebridge/little_oldpumphousebridge_1585_6_7vr_small.jpg https://historicbridges.org/ohio/oldpumphousebridge/little_oldpumphousebridge_1585_6_7vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldpumphousebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.941120,-83.758480
7089 Mark Road Bridge This bridge has been nicely rehabilitated and remains open to traffic today and a good example of a Wrought Iron Bridge Company truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.486955 -83.472973 Mark Road (TR-54) Sugar Creek Rural Fayette County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1883 2007 Wrought Iron Bridge Company of Canton, Ohio 7 7 105 32 108 32.92 13.5 4.11 https://historicbridges.org/ohio/markroadbridge/little_img_20190922_145321_1_small.jpg https://historicbridges.org/ohio/markroadbridge/little_img_20190922_145321_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/markroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.486955,-83.472973
7090 TX-6 Brazos River Bridge This bridge features a combination of continuous and simple spans, but was designed to look continuous throughout. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Oran Speer of Alvord, Texas. 33.500385 -99.802004 TX-6 Brazos River Rural Knox County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 6 3 Metal Warren Rivet-Connected Through Truss Fixed 4 7 1939 0 Virginia Bridge and Iron Company of Roanoke, Virginia and Oran Speer of Alvord, Texas 7 7 128 39.01 755 230.12 24 7.32 https://historicbridges.org/texas/tx6brazosriverbridge/little_tx6brazosriverbridge_2860_small.jpg https://historicbridges.org/texas/tx6brazosriverbridge/little_tx6brazosriverbridge_2860.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx6brazosriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.500385,-99.802004
7091 Capitol Avenue Bridge This bridge is noted for its unusually immense level of ornamentation and decoration for a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Cleary-Kuert Construction Company of Indianapolis, Indiana. The bridge was primarily designed by George Edward Kessler. 39.802313 -86.161257 Capitol Avenue Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1911 2017 Cleary-Kuert Construction Company of Indianapolis, Indiana George Edward Kessler 7 7 96 29.26 260 79.25 46 14.02 https://historicbridges.org/indiana/fallcreekcapitolavenue/little_fallcreekcapitolavenue_2562_small.jpg https://historicbridges.org/indiana/fallcreekcapitolavenue/little_fallcreekcapitolavenue_2562.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekcapitolavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802313,-86.161257
7092 Meridian Street Bridge Joseph W. Summers Memorial Bridge This bridge is richly decorated with numerous ornamental details, a testament to the fact that a famous architect designed it. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Dunn McCarthy Company. The bridge was primarily designed by George Edward Kessler. 39.803471 -86.156623 Meridian Street Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1917 2012 Dunn McCarthy Company George Edward Kessler 7 7 100 30.48 324 98.76 56 17.07 https://historicbridges.org/indiana/fallcreekmeridianstreet/little_fallcreekmeridianstreet_2178_small.jpg https://historicbridges.org/indiana/fallcreekmeridianstreet/little_fallcreekmeridianstreet_2178.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekmeridianstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.803471,-86.156623
7093 Central Avenue Bridge This modern bridge is not historic, but it reused some of the stone from the previous 1900 historic bridge, and displays a similar railing and spandrel appearance. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Gansburg, Roney and Heywood. 39.805600 -86.149570 Central Avenue Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 2018 0 Gansburg, Roney and Heywood 0 0 76 23.16 216 65.84 38.4 11.7 https://historicbridges.org/indiana/fallcreekcentralavenuemodernbridge/little_fallcreekcentralavenuemodernbridge_1836_small.jpg https://historicbridges.org/indiana/fallcreekcentralavenuemodernbridge/little_fallcreekcentralavenuemodernbridge_1836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekcentralavenuemodernbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.805600,-86.149570
7094 Senate Avenue Bridge This is one of an impressive, large group of surviving concrete arch bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 109.6 ft (33.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.797078 -86.163579 Senate Avenue (Boulevard Place) Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1920 0 Unknown 6 6 109.6 33.41 295 89.92 38.4 11.7 https://historicbridges.org/indiana/fallcreeksenateavenue/little_img_20190921_130212_small.jpg https://historicbridges.org/indiana/fallcreeksenateavenue/little_img_20190921_130212.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreeksenateavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.797078,-86.163579
7095 16th Street Bridge This is one of a large number of surviving historic concrete arch bridges in Indianapolis. The technical description of the main or most noteworthy span of the bridge is a 76.4 ft (23.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by E. F. Smith. The bridge was primarily designed by Indiana State Highway Commission. 39.788733 -86.177487 16th Street Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1934 2005 E. F. Smith Indiana State Highway Commission 5 4 76.4 23.29 305 92.96 46.3 14.11 https://historicbridges.org/indiana/fallcreek16thstreetbridge/little_img_20190921_133505_small.jpg https://historicbridges.org/indiana/fallcreek16thstreetbridge/little_img_20190921_133505.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreek16thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.788733,-86.177487
7096 Fall Creek Aqueduct This is an extremely rare and visually stunning example of an aqueduct bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.798309 -86.177186 IWC Canal (Indiana Central Canal) Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 4 0 0 1904 0 Unknown 7 9 0 0 312 95.1 0 0 https://historicbridges.org/indiana/fallcreekaqueduct/little_img_20190921_131907_small.jpg https://historicbridges.org/indiana/fallcreekaqueduct/little_img_20190921_131907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekaqueduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798309,-86.177186
7097 Crown Hill Cemetery Bridge The Subway Underpass This richly ornamented bridge crossing a cemetery road not only functions as a grade separation, ensuring privacy for cemetery visitors, it is also a visual centerpiece landmark. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Edward Strathmann and Company and . The bridge was primarily designed by D. A. Bohlen and Son. 39.824795 -86.173008 38th Street Cemetery Drive Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Edward Strathmann and Company and D. A. Bohlen and Son 7 7 52 15.85 0 0 0 0 https://historicbridges.org/indiana/crownhillcemetery/little_img_20190921_110941_small.jpg https://historicbridges.org/indiana/crownhillcemetery/little_img_20190921_110941.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/crownhillcemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.824795,-86.173008
7098 39th Street Bridge Already a rare bridge type, demolition elsewhere in the city has made this one of the last surviving Melan arch bridges in Indiana. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Marion County Construction Company. The bridge was primarily designed by Henry W. Klaussman. 39.827052 -86.129362 39th Street (Pedestrian Walkway) Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1905 2009 Marion County Construction Company Henry W. Klaussman 8 9 89 27.13 228 69.49 21.7 6.61 https://historicbridges.org/indiana/fallcreek39thstreetbridge/little_img_20190921_104947_small.jpg https://historicbridges.org/indiana/fallcreek39thstreetbridge/little_img_20190921_104947.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreek39thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.827052,-86.129362
7099 Main Street Bridge Carole Lombard Memorial Bridge This is one of several bridges in the city designed by A. W. Grosvenor who was known for using Melan reinforcing as he did in this bridge. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Herman Tapp Construction Company of Fort Wayne, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. 41.078542 -85.154483 Main Street St. Marys River Fort Wayne Allen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1921 1997 Herman Tapp Construction Company of Fort Wayne, Indiana Asa Waters Grosvenor of Fort Wayne, Indiana 7 7 104 31.7 304 92.66 40 12.19 https://historicbridges.org/indiana/fortwaynemainstreetbridge/little_fortwaynemainstreetbridge_8304_small.jpg https://historicbridges.org/indiana/fortwaynemainstreetbridge/little_fortwaynemainstreetbridge_8304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fortwaynemainstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.078542,-85.154483
7100 Hibbs Bridge Kennedy Crossing, Blue Bridge, Fountain County Bridge 7 This relocated and preserved historic bridge is noted for its early use of bolted connections and its lightweight Parker truss design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal bolt-connected Parker through truss, fixed. The bridge was primarily built by Attica Bridge Company of Attica, Indiana. 40.106805 -85.672809 White River Trail West Fork White River Anderson Madison County, Indiana Indiana United States Metal Parker Bolt-Connected Through Truss Fixed 8 1 0 0 1903 0 Attica Bridge Company of Attica, Indiana 7 8 150 45.72 152 46.33 13.4 4.08 https://historicbridges.org/indiana/hibbsbridge/little_hibbsbridge_0261_small.jpg https://historicbridges.org/indiana/hibbsbridge/little_hibbsbridge_0261.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hibbsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.106805,-85.672809
7101 Pont de Métabetchouan (Métabetchouan Bridge) This traditionally composed riveted Pratt through truss bridge remains in good condition. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 48.432005 -71.868070 Rue Saint André Rivière Couchepaganiche Métabetchouan Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Dominion Bridge Company of Montréal, Québec 6 6 0 0 0 0 0 0 https://historicbridges.org/quebec/metabetchouan/photosneeded_small.jpg https://historicbridges.org/quebec/metabetchouan/photosneeded.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/metabetchouan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.432005,-71.868070
7102 Eagle Creek Railroad Bridge A bridge of contrasts, this bridge features a pin-connected through truss span that appears to be very old, plus a newer looking riveted pony truss span. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.737298 -86.196649 Railroad (CSX) Eagle Creek Indianapolis Marion County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 Unknown 7 8 113 34.44 222 67.67 0 0 https://historicbridges.org/indiana/indianapoliseaglecreekrailroadbridge/little_img_20190921_142606_small.jpg https://historicbridges.org/indiana/indianapoliseaglecreekrailroadbridge/little_img_20190921_142606.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianapoliseaglecreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.737298,-86.196649
7103 White River Railroad Bridge This is a very early surviving metal truss railroad bridge and was built by the famous Keystone Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 39.784985 -86.187525 Railroad (CSX) White River Indianapolis Marion County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 3 0 0 1886 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 8 125 38.1 375 114.3 0 0 https://historicbridges.org/indiana/indianapoliswhiteriverrailroadbridge/little_indianapoliswhiteriverrailroadbridge_2961_small.jpg https://historicbridges.org/indiana/indianapoliswhiteriverrailroadbridge/little_indianapoliswhiteriverrailroadbridge_2961.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/indianapoliswhiteriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.784985,-86.187525
7104 Delaware Street Bridge Marion County Bridge 1805 This is an unaltered and traditionally composed example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 89.6 ft (27.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by M. E. White Company of Chicago, Illinois. 39.805568 -86.153087 Delaware Street Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1924 0 M. E. White Company of Chicago, Illinois 6 6 89.6 27.31 260 79.25 59.7 18.2 https://historicbridges.org/indiana/fallcreekdelawarestreet/little_img_20190921_120831_small.jpg https://historicbridges.org/indiana/fallcreekdelawarestreet/little_img_20190921_120831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekdelawarestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.805568,-86.153087
7105 College Avenue Bridge This is a large and extremely rare stone arch bridge with a heavy skew, achieved on this bridge via offset of stones. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) stone Elliptical deck arch, fixed. The bridge was primarily built by W. M. Fife and Son and H. C. Adams. The bridge was primarily designed by H. W. Klausmann. 39.807512 -86.144794 College Avenue Fall Creek Indianapolis Marion County, Indiana Indiana United States Stone Elliptical Deck Arch Fixed 0 3 0 0 1905 1997 W. M. Fife and Son and H. C. Adams H. W. Klausmann 7 7 80 24.38 242 73.76 40.4 12.31 https://historicbridges.org/indiana/fallcreekcollegeavenue/little_img_20190921_114842_small.jpg https://historicbridges.org/indiana/fallcreekcollegeavenue/little_img_20190921_114842.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekcollegeavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.807512,-86.144794
7106 Illinois Street Bridge Marion County Bridge 2502 This modern bridge is not historic, but it reused some of the stone from the previous 1899 historic Melan concrete arch bridge, and displays a similar railing and spandrel appearance. The technical description of the main or most noteworthy span of the bridge is a 83.3 ft (25.39 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Hoosier Bridge Company. The bridge was primarily designed by Melan Arch Construction Company. 39.802638 -86.158996 Illinois Street Fall Creek Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 2013 0 Hoosier Bridge Company Melan Arch Construction Company 0 0 83.3 25.39 237.8 72.48 40 12.19 https://historicbridges.org/indiana/fallcreekillinoisstreetmodernbridge/little_fallcreekillinoisstreetmodernbridge_2574_small.jpg https://historicbridges.org/indiana/fallcreekillinoisstreetmodernbridge/little_fallcreekillinoisstreetmodernbridge_2574.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekillinoisstreetmodernbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802638,-86.158996
7107 Monon Trail Bridge Fall Creek Railroad Bridge Converted and preserved for pedestrian use, this bridge is noted for its combination of span types, and uncommon Double-Warren truss main span. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by American Bridge Works of Chicago, Illinois and Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 39.820357 -86.136667 Railroad (Monon Trail Rail-Trail) Fall Creek Indianapolis Marion County, Indiana Indiana United States Double-Intersection Warren Rivet-Connected Through Truss Fixed 6 1 Metal Pratt Rivet-Connected Pony Truss 8 1 1892 1914 American Bridge Works of Chicago, Illinois and Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 126 38.4 227 69.19 11.5 3.51 https://historicbridges.org/indiana/fallcreekrailroadbridge/little_fallcreekrailroadbridge_1017_8_9vib_small.jpg https://historicbridges.org/indiana/fallcreekrailroadbridge/little_fallcreekrailroadbridge_1017_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fallcreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.820357,-86.136667
7108 Cooper Bridge Putnam County Bridge 187 This relocated, former National Road bridge is noted as a rare surviving example of a bridge built by the St. Louis Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 112.2 ft (34.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri. 39.580694 -86.845771 CR-25 East Deer Creek Rural Putnam County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1891 1927 St. Louis Bridge and Iron Company of St. Louis, Missouri 7 8 112.2 34.2 116.5 35.51 15.7 4.79 https://historicbridges.org/indiana/cooperironbridge/little_cooperironbridge_5537_8_9v_small.jpg https://historicbridges.org/indiana/cooperironbridge/little_cooperironbridge_5537_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cooperironbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.580694,-86.845771
7109 Rondo Road Bridges This bridge is noted for its use of an uncommon Michigan State Highway Department railing, and for crossing the highway via two bridges. The technical description of the main or most noteworthy span of the bridge is a 72.8 ft (22.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan, E. C. Nolan and Son of Detroit, Michigan, and Others. 45.316702 -84.595806 Rondo Road I-75 Rural Cheboygan County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1962 0 Holloway Construction Company of Livonia and Wixom, Michigan, E. C. Nolan and Son of Detroit, Michigan, and Others 2 3 72.8 22.19 217 66.14 24 7.32 https://historicbridges.org/michigan/rondo75/little_rondosouth75_3745_small.jpg https://historicbridges.org/michigan/rondo75/little_rondosouth75_3745.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rondo75/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.316702,-84.595806
7110 Clover Ford Bridge Blue River Park Bridge, Shelby County Bridge 13 This outstanding King Bridge Company Pratt truss bridge was carefully restored and relocated to a park setting for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 93.3 ft (28.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.526450 -85.753140 Pedestrian Walkway Park Lagoon Shelbyville Shelby County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1889 2019 King Bridge Company of Cleveland, Ohio 7 7 93.3 28.44 93.3 28.44 12.7 3.87 https://historicbridges.org/indiana/cloverfordbridge/little_img_20190921_165416_small.jpg https://historicbridges.org/indiana/cloverfordbridge/little_img_20190921_165416.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cloverfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.526450,-85.753140
7111 Heckel Road Bridge Vanderburgh County Bridge 76 This bridge is one of only a few known surviving bridges nationwide by the Columbus Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Columbus Bridge Company of Columbus, Ohio. 38.034972 -87.483214 Heckel Road Bluegrass Creek Center Township Vanderburgh County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1893 1999 Columbus Bridge Company of Columbus, Ohio 6 7 150 45.72 152 46.33 15.4 4.69 https://historicbridges.org/indiana/heckelroadbridge/little_heckelroadbridge_1721_2_3r_small.jpg https://historicbridges.org/indiana/heckelroadbridge/little_heckelroadbridge_1721_2_3r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/heckelroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.034972,-87.483214
7112 3rd Line Orton Bridge This is one of the smallest known examples of a concrete bowstring arch bridge in Ontario! The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.774640 -80.220275 3rd Line Speed River Erin Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/3rdlineortonbridgespeedriver/little_20200707_123450_small.jpg https://historicbridges.org/ontario/3rdlineortonbridgespeedriver/little_20200707_123450.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/3rdlineortonbridgespeedriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.774640,-80.220275
7113 Toll Gate Line Bridge This is a relatively long spanning example of a riveted pony truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 102.4 ft (31.21 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.861410 -81.054874 Toll Gate Line North Maitland River Rural Huron County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 102.4 31.21 102.4 31.21 0 0 https://historicbridges.org/ontario/tollgatelinebridgenorthmaitlandriver/little_20190425_200733_small.jpg https://historicbridges.org/ontario/tollgatelinebridgenorthmaitlandriver/little_20190425_200733.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tollgatelinebridgenorthmaitlandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.861410,-81.054874
7114 Toll Gate Line Lakelet Creek Bridge This is an extremely rare example of a Queenpost truss in Ontario and its use of pin connections is also rare. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 43.892766 -81.063196 Toll Gate Line Lakelet Creek Howick Huron County, Ontario Ontario Canada Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 7 9 38 11.58 38 11.58 0 0 https://historicbridges.org/ontario/tollgatelinetinytrussbridgelakeletcreek/little_20200814_162603_small.jpg https://historicbridges.org/ontario/tollgatelinetinytrussbridgelakeletcreek/little_20200814_162603.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tollgatelinetinytrussbridgelakeletcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.892766,-81.063196
7115 Wellington 6 Bridge This is a riveted through truss bridge that was built to serve traffic on a more heavily traveled road than many of the other surviving truss bridges in the region. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 43.954301 -80.766685 CR-6 (Wellington 6) South Saugeen River Minto and Wellington North Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 105 32 105 32 0 0 https://historicbridges.org/ontario/wellingtonroad6trussbridgesouthsaugeenriver/little_20200710_130144_small.jpg https://historicbridges.org/ontario/wellingtonroad6trussbridgesouthsaugeenriver/little_20200710_130144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad6trussbridgesouthsaugeenriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.954301,-80.766685
7116 Sideroad 20 Bridge This is a traditionally composed Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.117883 -80.918084 Sideroad 20 Beatty Saugeen River West Grey Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/westgreysideroad20bridgebeattysaugeenriver/little_20190421_164312_small.jpg https://historicbridges.org/ontario/westgreysideroad20bridgebeattysaugeenriver/little_20190421_164312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/westgreysideroad20bridgebeattysaugeenriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.117883,-80.918084
7117 North Maitland River Private Bridge This is a rare pin-connected pony truss located on a private drive. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 43.902531 -80.895145 Private Drive North Maitland River Minto Wellington County, Ontario Ontario Canada This bridge is on private property. The bridge is visible from the nearby public road. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/wellingtonroad87farmnorthmaitlandriver/little_20220411_124149_small.jpg https://historicbridges.org/ontario/wellingtonroad87farmnorthmaitlandriver/little_20220411_124149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad87farmnorthmaitlandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.902531,-80.895145
7118 Trestle Bridge Trail Bridge Fergus Railway Bridge This impressive high level railway bridge is noted for its varying design of deck truss spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.689548 -80.399273 Railroad (Trestle Bridge Trail, Elora Cataract Trailway, Former Canadian National) Grand River Centre-Wellington (Fergus) Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 16 1 Metal Warren Rivet-Connected Deck Truss Fixed 8 2 1909 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/trestlebridgetrailcentrewellingtongrandriver/little_20190507_183628_small.jpg https://historicbridges.org/ontario/trestlebridgetrailcentrewellingtongrandriver/little_20190507_183628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/trestlebridgetrailcentrewellingtongrandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.689548,-80.399273
7119 Brimstone Bridge This unaltered concrete rigid-frame bridge is noted for the concrete railing post details which differ from most rigid-frame bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.802963 -79.994748 Dominion Road and Bruce Trail Credit River Caledon Peel Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 6 7 45 13.72 45 13.72 0 0 https://historicbridges.org/ontario/brimstonebridgeforksofthecreditriver/little_20190521_175347_small.jpg https://historicbridges.org/ontario/brimstonebridgeforksofthecreditriver/little_20190521_175347.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brimstonebridgeforksofthecreditriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.802963,-79.994748
7120 Mennonite Buggy Bridge This extremely rare example of a low water crossing in Ontario is also unique because it was designed and built by the local Mennonite community. The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) concrete slab, fixed. The bridge was primarily built by Mennonite Community Labor Forces. 43.535730 -80.573041 Three Bridges Road (TR-21) Conestogo River Woolwich Township Waterloo Region, Ontario Ontario Canada Concrete Slab Fixed 0 9 0 0 1962 0 Mennonite Community Labor Forces 5 6 12 3.66 108 32.92 0 0 https://historicbridges.org/ontario/mennonitebuggybridge/little_20190511_150021_small.jpg https://historicbridges.org/ontario/mennonitebuggybridge/little_20190511_150021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mennonitebuggybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.535730,-80.573041
7121 Concession Road 4 Bridge This bridge is a rare example of a concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.443185 -81.154140 Concession Road 4 Arranvale Creek Arran-Elderslie Bruce County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/concessionroad4arranvalecreekbridge/little_20200505_192904_small.jpg https://historicbridges.org/ontario/concessionroad4arranvalecreekbridge/little_20200505_192904.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/concessionroad4arranvalecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.443185,-81.154140
7122 Trestle Bridge Trail Overpass This traditionally composed railway overpass plate girder bridge today serves a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 43.691040 -80.396647 Railroad (Trestle Bridge Trail, Elora Cataract Trailway, Former Canadian National) CR-18 Centre-Wellington (Fergus) Wellington County, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/trestlebridgetrailoverpasswellingtoncounty/little_20190505_191657_small.jpg https://historicbridges.org/ontario/trestlebridgetrailoverpasswellingtoncounty/little_20190505_191657.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/trestlebridgetrailoverpasswellingtoncounty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.691040,-80.396647
7123 East West Luther Townline Bridge Based on the heavy design of the railing, this bridge appears to be an example of a concrete through girder bridge. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 43.992842 -80.430874 East West Luther Townline Upper Black Creek Wellington North and Grand Valley Dufferin County, Ontario and Wellington County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/eastwestluthertownlinebridge/little_20190509_193134_small.jpg https://historicbridges.org/ontario/eastwestluthertownlinebridge/little_20190509_193134.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/eastwestluthertownlinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.992842,-80.430874
7124 New Hamburg Railway Bridge This multi-span plate girder deck truss appears to have had some unusual substructure changes. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.379551 -80.722655 Railroad (Canadian National) Nith River Wilmot Township (New Hamburg) Waterloo Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 4 4 64 19.51 200 60.96 0 0 https://historicbridges.org/ontario/cnrailwaynewhamburgbridge/little_20190511_164712_small.jpg https://historicbridges.org/ontario/cnrailwaynewhamburgbridge/little_20190511_164712.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnrailwaynewhamburgbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.379551,-80.722655
7125 The Grange Sideroad Railway Overpass This is a tiny example of a through plate girder railway overpass. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.806330 -79.958752 The Grange Sideroad Railroad (Orangeville Brampton Railway) Caledon Peel Region, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 3 22 6.71 25 7.62 0 0 https://historicbridges.org/ontario/orangevillebramptonrailwayoverpass/little_20190521_182122_small.jpg https://historicbridges.org/ontario/orangevillebramptonrailwayoverpass/little_20190521_182122.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/orangevillebramptonrailwayoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.806330,-79.958752
7126 Caledonia Railway Bridge This is a long multi-span deck plate girder that uses the stone substructure of a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.073820 -79.960796 Railroad (Canadian National, Southern Ontario Railway) Grand River and Caithness Street (CR-54) Caledonia Haldimand County, Ontario Ontario Canada Metal Deck Girder Fixed 0 14 Metal Through Girder Fixed 0 1 0 0 Unknown 6 6 75 22.86 1097 334.37 0 0 https://historicbridges.org/ontario/caledoniarailbridge/little_20190615_154917_small.jpg https://historicbridges.org/ontario/caledoniarailbridge/little_20190615_154917.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/caledoniarailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.073820,-79.960796
7127 L Wheeler Road Bridge Prior to alteration, this was a rare surviving steel stringer overpass bridge with original unaltered R4 railings. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department. 43.638498 -83.941592 Wheeler Road M-13 / I-75 Connector Rural Bay County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1961 0 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department 2 2 58.7 17.89 182.4 55.6 30 9.14 https://historicbridges.org/michigan/wheelerroad_m13connector/little_wheelerroad_m13connector_6319_small.jpg https://historicbridges.org/michigan/wheelerroad_m13connector/little_wheelerroad_m13connector_6319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wheelerroad_m13connector/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.638498,-83.941592
7128 Leroy Street Bridge This 1906 stone arch bridge looks like a concrete arch bridge today because the stones were completely encased in concrete in 1958! The technical description of the main or most noteworthy span of the bridge is a 26.2 ft (7.99 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 42.794742 -83.704964 Leroy Street (Business US-23) Shiawassee River Fenton Genesee County, Michigan Michigan United States Stone Segmental Deck Arch Fixed 0 1 0 0 1906 1958 Unknown 1 5 26.2 7.99 26.2 7.99 43 13.11 https://historicbridges.org/michigan/fenton/little_img_20191225_160828_small.jpg https://historicbridges.org/michigan/fenton/little_img_20191225_160828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fenton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.794742,-83.704964
7129 Indian Lake Road Railroad Overpass This is an uncommon example of a stone arch overpass in Michigan. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 42.797379 -83.246415 Railroad (M-24 Bike Rail-Trail) Indian Lake Road Oxford Oakland County, Michigan Michigan United States Stone Segmental Deck Arch Fixed 0 1 0 0 1891 0 Unknown 6 6 19 5.79 19 5.79 0 0 https://historicbridges.org/michigan/indianlakeroad/little_img_20191225_105953_small.jpg https://historicbridges.org/michigan/indianlakeroad/little_img_20191225_105953.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/indianlakeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.797379,-83.246415
7130 ! Noggle Road Bridge This is an increasingly rare surviving example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.051490 -83.759379 Noggle Road Big Creek Rural Arenac County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1920 0 Unknown 5 5 27 8.23 30 9.14 17 5.18 https://historicbridges.org/michigan/noggle/little_noggle_5437_small.jpg https://historicbridges.org/michigan/noggle/little_noggle_5437.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/noggle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.051490,-83.759379
7131 Gordon Road Bridge This is an increasingly rare surviving example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.012251 -83.755848 Gordon Road (Abandoned) Big Creek Rural Arenac County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/michigan/gordon/little_gordon_5533_4_5b_small.jpg https://historicbridges.org/michigan/gordon/little_gordon_5533_4_5b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/gordon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.012251,-83.755848
7133 M-14 Bridge This bridge is a long structure that has an MSHD standard design cantilever deck plate girder system for the main spans. The technical description of the main or most noteworthy span of the bridge is a 122 ft (37.19 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. 42.302923 -83.745333 M-14 and Business US-23 Huron River, Barton Drive, and Railroad Ann Arbor Washtenaw County, Michigan Michigan United States Metal Variable Depth Deck Girder Fixed 0 Cantilever 5 Metal Stringer (Multi-Beam) Fixed 0 6 1956 2016 Unknown 5 5 122 37.19 917 279.5 84 25.6 https://historicbridges.org/michigan/m14bridge/little_m14bridge_9646_7_8_small.jpg https://historicbridges.org/michigan/m14bridge/little_m14bridge_9646_7_8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m14bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.302923,-83.745333
7134 Carpenter-Rudd Mill Railroad Bridge Paint Creek Railroad Bridge This small railroad concrete arch bridge today serves a rail-trail at the historical site of a mill. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.767511 -83.219141 Railroad (Paint Creek Rail-Trail) Paint Creek Orion Township (Rudds Mill) Oakland County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1924 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/carpenterruddbridge/little_img_20191225_104924_small.jpg https://historicbridges.org/michigan/carpenterruddbridge/little_img_20191225_104924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/carpenterruddbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.767511,-83.219141
7135 Garfield Road Bridge This bridge is a representative example of a county design bridge that has railings resembling those usually found on smaller concrete bridges. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by L. J. Weingartner. 43.838207 -84.085394 Garfield Road South Branch Pinconning River Rural Bay County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1938 0 Unknown L. J. Weingartner 1 2 21 6.4 25 7.62 27 8.23 https://historicbridges.org/michigan/garfieldroad/little_garfieldroad_6082_small.jpg https://historicbridges.org/michigan/garfieldroad/little_garfieldroad_6082.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/garfieldroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.838207,-84.085394
7136 Mackinaw Road Whitefeather Drain Bridge This bridge is a representative example of a county design bridge that has railings resembling those usually found on smaller concrete bridges. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by L. J. Weingartner. 43.894860 -83.985890 Mackinaw Road Whitefeather Drain Rural Bay County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1938 0 Unknown L. J. Weingartner 1 2 20 6.1 24 7.32 27 8.23 https://historicbridges.org/michigan/mackinawroad/little_mackinawroad_6001_small.jpg https://historicbridges.org/michigan/mackinawroad/little_mackinawroad_6001.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mackinawroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.894860,-83.985890
7137 Mackinaw Road Bridge This small concrete slab bridge displays a design of railing that may be unique to Bay County. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete slab, fixed. The bridge was primarily built by Unknown. 43.851156 -83.986267 Mackinaw Road Pinconning River Rural Bay County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1925 0 Unknown 1 2 20 6.1 22 6.71 25 7.62 https://historicbridges.org/michigan/mackinawroadpinconning/little_mackinawroadpinconning_6037_small.jpg https://historicbridges.org/michigan/mackinawroadpinconning/little_mackinawroadpinconning_6037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mackinawroadpinconning/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.851156,-83.986267
7138 North Presa Street Bridge This truly unique bridge is noted for its extreme skew, which includes a bizarre half approach span, and is also noted for the lack of truss vertical members. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal rivet-connected Polygonal Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Houston Structural Steel Company of Houston, Texas and McKenzie Construction Company. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 29.425588 -98.488723 North Presa Street San Antonio River San Antonio Bexar County, Texas Texas United States Metal Polygonal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 9 1 Metal Through Girder Fixed 0 1 1925 0 Houston Structural Steel Company of Houston, Texas and McKenzie Construction Company Terrell Bartlett Engineers of San Antonio, Texas 7 7 96 29.26 178 54.25 24 7.32 https://historicbridges.org/texas/northpresastreetbridge/little_northpresastreetbridge_4477_8_9vib_small.jpg https://historicbridges.org/texas/northpresastreetbridge/little_northpresastreetbridge_4477_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/northpresastreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425588,-98.488723
7139 TX-16 Bridge This state standard through truss bridge also features a long series of steel stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Texas Highway Department. 31.353244 -98.671791 TX-16 Colorado River Rural Mills County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 7 2 Metal Deck Stringer (Multi-Beam) Fixed 0 18 1939 0 Unknown Texas Highway Department 6 7 150 45.72 1205 367.28 23.6 7.19 https://historicbridges.org/texas/tx16coloradoriverbridge/little_tx16coloradoriverbridge_6819_small.jpg https://historicbridges.org/texas/tx16coloradoriverbridge/little_tx16coloradoriverbridge_6819.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx16coloradoriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.353244,-98.671791
7140 Brackenridge Park Bowstring Bridge This rare King Bridge Company cast and wrought iron bowstring truss bridge has been altered by having its top chord filled with concrete! The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 29.463222 -98.470502 Pedestrian Walkway San Antonio River San Antonio Bexar County, Texas Texas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 10 1 0 0 1880 1937 King Bridge Company of Cleveland, Ohio 8 9 85 25.91 90 27.43 0 0 https://historicbridges.org/texas/brackenridgeparkbowstring/little_brackenridgeparkbowstring_9070_1_2r_small.jpg https://historicbridges.org/texas/brackenridgeparkbowstring/little_brackenridgeparkbowstring_9070_1_2r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brackenridgeparkbowstring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.463222,-98.470502
7142 Wilson Bridge This traditional riveted pony truss bridge has an enormous plaque on it! The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Ontario Bridge Company of Toronto, Ontario. 45.444409 -74.960818 Scotch River Road Scotch River The Nation Prescott and Russell United Counties, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1919 0 Ontario Bridge Company of Toronto, Ontario 6 6 64 19.51 65 19.81 16 4.88 https://historicbridges.org/ontario/wilsonsbridge/little_2018_ian_0102_small.jpg https://historicbridges.org/ontario/wilsonsbridge/little_2018_ian_0102.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wilsonsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.444409,-74.960818
7143 Maple Road Pedestrian Overpass The largest of its kind in the world when completed, this is one of a few unusual arch pedestrian overpass bridges in metro Detroit, noted for their appearance and use of an aluminum superstructure. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal (aluminum) two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Reynolds Metals Company of Richmond, Virginia (Grand Rapids Plant) and Aluminum and Architectural Metals Company of Detroit, Michigan. The bridge was primarily designed by Main and Fox of Birmingham, Michigan. 42.545011 -83.276603 Pedestrian Walkway Maple Road Bloomfield Township Oakland County, Michigan Michigan United States Metal (Aluminum) Solid Ribbed Two-Hinged Through Arch Fixed 0 1 0 0 1969 0 Reynolds Metals Company of Richmond, Virginia (Grand Rapids Plant) and Aluminum and Architectural Metals Company of Detroit, Michigan Main and Fox of Birmingham, Michigan 5 7 115 35.05 212 64.62 0 0 https://historicbridges.org/michigan/mapleroad/little_img_3364_small.jpg https://historicbridges.org/michigan/mapleroad/little_img_3364.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mapleroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.545011,-83.276603
7144 Middlebelt Road Pedestrian Overpass This is one of a few unusual arch pedestrian overpass bridges in metro Detroit, noted for their appearance and use of an aluminum superstructure. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal (aluminum) two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Reynolds Metals Company of Richmond, Virginia (Possible Fabricator). 42.435941 -83.336350 Pedestrian Walkway Middlebelt Road Livonia Oakland County, Michigan Michigan United States Metal (Aluminum) Solid Ribbed Two-Hinged Through Arch Fixed 0 1 0 0 0 0 Reynolds Metals Company of Richmond, Virginia (Possible Fabricator) 5 5 115 35.05 0 0 0 0 https://historicbridges.org/michigan/middlebelt/little_img_2770_small.jpg https://historicbridges.org/michigan/middlebelt/little_img_2770.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/middlebelt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.435941,-83.336350
7145 Martin Luther King Junior Boulevard Pedestrian Overpass This is one of a few unusual arch pedestrian overpass bridges in metro Detroit, noted for their appearance and use of an aluminum superstructure. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal (aluminum) two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Reynolds Metals Company of Richmond, Virginia (Possible Fabricator). 42.654708 -83.275466 Pedestrian Walkway Martin Luther King Junior Boulevard Pontiac Oakland County, Michigan Michigan United States Metal (Aluminum) Solid Ribbed Two-Hinged Through Arch Fixed 0 1 0 0 1966 0 Reynolds Metals Company of Richmond, Virginia (Possible Fabricator) 5 5 100 30.48 125 38.1 0 0 https://historicbridges.org/michigan/mlkoverpass/little_img_3502_small.jpg https://historicbridges.org/michigan/mlkoverpass/little_img_3502.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mlkoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.654708,-83.275466
7146 Wilder Road Bridge This is a rare surviving example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.962978 -83.240530 Wilder Road South Branch Flint River Metamora Lapeer County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1938 1959 Unknown 3 6 27 8.23 30 9.14 20 6.1 https://historicbridges.org/michigan/wilder/little_rickmcomber-img_7462_small.jpg https://historicbridges.org/michigan/wilder/little_rickmcomber-img_7462.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/wilder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.962978,-83.240530
7147 Prison Road Bridge This very unusual bridge is unique as a Howe truss with a Camelback arrangement of the top chord. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal rivet-connected Howe through truss, fixed. The bridge was primarily built by Greene County, Pennsylvania. 39.905364 -80.118433 Prison Road (TR-567) South Fork Tenmile Creek Rural Greene County, Pennsylvania Pennsylvania United States Metal Howe Rivet-Connected Through Truss Fixed 6 1 0 0 1910 0 Greene County, Pennsylvania 9 9 119 36.27 123 37.49 15.7 4.79 https://historicbridges.org/pennsylvania/prisonroad/little_img_6051_small.jpg https://historicbridges.org/pennsylvania/prisonroad/little_img_6051.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prisonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.905364,-80.118433
7148 Woodside Road Bridge Although its decorative finial plaques have gone missing, this bridge is an example of a bridge built by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.935597 -83.074413 Woodside Road (TR-103) Sycamore Creek Rural Crawford County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Canton Bridge Company of Canton, Ohio 6 7 50 15.24 51.8 15.79 15.7 4.79 https://historicbridges.org/ohio/woodside/little_img_3763_small.jpg https://historicbridges.org/ohio/woodside/little_img_3763.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/woodside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.935597,-83.074413
7149 ! Jordan Narrows Bridge This bridge is a rare surviving example of a truss bridge in Utah and was bypassed and left standing. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. 40.406033 -111.900002 West 1500 North (West 9600 North) Jordan River Lehi Utah County, Utah Utah United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1914 0 Midland Bridge Company of Kansas City, Missouri 6 8 121 36.88 122 37.19 15.4 4.69 https://historicbridges.org/utah/jordannarrows/little_img_0248_small.jpg https://historicbridges.org/utah/jordannarrows/little_img_0248.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=utah/jordannarrows/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.406033,-111.900002
7150 Carterville Road Bridge This small pony truss stands out in a state that has very few surviving metal truss bridges of any kind. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.307168 -111.657832 Provo River Trail (Former Carterville Road, 5600 North) Provo River Provo Utah County, Utah Utah United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/utah/5600north/little_img_0869_small.jpg https://historicbridges.org/utah/5600north/little_img_0869.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=utah/5600north/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307168,-111.657832
7151 Weber River Railroad Bridge This is a traditionally composed example of a railroad pin-connected Pratt through truss. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.228223 -111.998273 Railroad (Utah Central Railroad) Weber River Ogden Weber County, Utah Utah United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 165 50.29 165 50.29 0 0 https://historicbridges.org/utah/weberrr/little_img_4322_small.jpg https://historicbridges.org/utah/weberrr/little_img_4322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=utah/weberrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.228223,-111.998273
7152 Old Mill Road Bridge This is one of a small number of surviving bridges by Horseheads Bridge company, and like many of the company's bridges, this one has unusual design details. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Horseheads Bridge Company of Horseheads, New York and Sam B. Palmer of Stroudsburg, Pennsylvania. 40.935708 -75.313387 Old Mill Road (TR-219) McMichaels Creek Scotia Monroe County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1896 0 Horseheads Bridge Company of Horseheads, New York and Sam B. Palmer of Stroudsburg, Pennsylvania 7 7 70 21.34 70 21.34 0 0 https://historicbridges.org/pennsylvania/scotia/little_1_small.jpg https://historicbridges.org/pennsylvania/scotia/little_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/scotia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.935708,-75.313387
7153 Big East River Railway Bridge This is a classic riveted Warren pony truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.380951 -79.226036 Railroad (Canadian National) Big East River Huntsville Muskoka District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 7 108 32.92 108 32.92 0 0 https://historicbridges.org/ontario/bigeastriver/little_dscn5254_small.jpg https://historicbridges.org/ontario/bigeastriver/little_dscn5254.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bigeastriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.380951,-79.226036
7154 McKechnie Sideroad Bridge This traditional riveted pony truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.407986 -81.322625 McKechnie Sideroad Snake Creek Saugeen Shores Bruce County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/mckechniesideroad/little_20200712_113452_small.jpg https://historicbridges.org/ontario/mckechniesideroad/little_20200712_113452.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mckechniesideroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.407986,-81.322625
7155 Black Oak Road Bridge This bridge was originally built for the Western Maryland Railway, but the road and bridge later was turned into a private drive for motor vehicles. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. Special note about bridge location: This bridge is on private property. 39.478577 -78.942207 Private Drive (Black Oak Road) North Branch Potomac River Rural Allegany County, Maryland and Mineral County, West Virginia Maryland and West Virginia United States This bridge is on private property. Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 2 1905 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 6 128 39.01 234 71.32 0 0 https://historicbridges.org/wvirginia/blackoak/little_img_6406_small.jpg https://historicbridges.org/wvirginia/blackoak/little_img_6406.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/blackoak/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.478577,-78.942207
7156 Capon Bridge This bridge, a centerpiece for the community that is named after it, was saved from demolition after a fight from concerned community members. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) arch, fixed. The bridge was primarily built by Wheeling Structural Steel Company of Wheeling, West Virginia. The bridge was primarily designed by E. R. Mills. 39.297868 -78.434861 US-50 (Northwestern Turnpike) Cacapon River Capon Bridge Hampshire County, West Virginia West Virginia United States Arch Fixed 0 1 0 0 1933 0 Wheeling Structural Steel Company of Wheeling, West Virginia E. R. Mills 6 7 180 54.86 185 56.39 30 9.14 https://historicbridges.org/wvirginia/caponbridge/little_img_6605_small.jpg https://historicbridges.org/wvirginia/caponbridge/little_img_6605.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/caponbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.297868,-78.434861
7157 Capon Lake Bridge This is an extremely early surviving example of a pin-connected Whipple through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal multiple-type-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by T. B. White and Sons of New Brighton, Pennsylvania (Penn Bridge Company of Beaver Falls, Pennsylvania). 39.158594 -78.534788 Pedestrian Walkway (Abandoned Capon Springs Road Alignment) Cacapon River Rural Hampshire County, West Virginia West Virginia United States Metal Whipple (Double-Intersection Pratt) Multiple-Type-Connected Through Truss Fixed 16 1 0 0 1874 1938 T. B. White and Sons of New Brighton, Pennsylvania (Penn Bridge Company of Beaver Falls, Pennsylvania) 8 9 176 53.64 0 0 20 6.1 https://historicbridges.org/wvirginia/caponlake/little_img_6564_small.jpg https://historicbridges.org/wvirginia/caponlake/little_img_6564.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/caponlake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.158594,-78.534788
7159 Old WV-55 Bridge This bridge is the last surviving historic truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.064832 -78.655120 CR-55/20 (Old WV-55) Lost River Rural Hardy County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1931 1994 Unknown 5 7 140 42.67 144.4 44.01 24.3 7.41 https://historicbridges.org/wvirginia/lostriver55/little_img_6537_small.jpg https://historicbridges.org/wvirginia/lostriver55/little_img_6537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/lostriver55/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.064832,-78.655120
7160 US-220 South Branch Potomac River Bridge Petersburg Pike Bridge This impressive Parker through truss bridge was bypassed and abandoned in 2006. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.805915 -79.275987 US-220 (Petersburg Pike, Abandoned Alignment) South Branch Potomac River Rural Pendleton County, West Virginia West Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1923 0 Unknown 6 6 200 60.96 204 62.18 17.7 5.39 https://historicbridges.org/wvirginia/us220/little_img_6512_small.jpg https://historicbridges.org/wvirginia/us220/little_img_6512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us220/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.805915,-79.275987
7161 Littleton Bridge This classic example of a Canton Bridge Company through truss was bypassed and abandoned in 2006. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 39.697972 -80.509335 CR-12 (Long Drain Road, Abandoned Alignment) West Fork of Fish Creek Littleton Wetzel County, West Virginia West Virginia United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1893 0 Canton Bridge Company of Canton, Ohio 7 7 108 32.92 110 33.53 11.5 3.51 https://historicbridges.org/wvirginia/westforkfishcreekbridge/little_img_6138_small.jpg https://historicbridges.org/wvirginia/westforkfishcreekbridge/little_img_6138.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/westforkfishcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.697972,-80.509335
7162 Hutchinson Bridge Fairmont Coal Company Bridge, Consolidation Coal Company Bridge This unusual continuous through truss appears to be been moved here from another location. The technical description of the main or most noteworthy span of the bridge is a 124.3 ft (37.89 m) metal continuous (straight chords) rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.444448 -80.274712 CR-90/3 West Fork River Rural Marion County, West Virginia West Virginia United States Metal Warren Rivet-Connected Through Truss Fixed 6 Continuous (Straight Chords) 2 Metal Stringer (Multi-Beam) Fixed 0 2 1911 0 Unknown 6 7 124.3 37.89 305 92.96 11.5 3.51 https://historicbridges.org/wvirginia/westforkriverbridge/little_img_6172_small.jpg https://historicbridges.org/wvirginia/westforkriverbridge/little_img_6172.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/westforkriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.444448,-80.274712
7163 Mary Ellen Street Bridge This traditional through plate girder bridge is seated on handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.534357 -80.344583 Mary Ellen Street Pyles Fork Mannington Marion County, West Virginia West Virginia United States Metal Through Girder Fixed 0 1 0 0 1905 1996 Unknown 5 5 52.2 15.91 53.5 16.31 17.4 5.3 https://historicbridges.org/wvirginia/pylesforkbridge/little_img_6156_small.jpg https://historicbridges.org/wvirginia/pylesforkbridge/little_img_6156.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/pylesforkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.534357,-80.344583
7164 Hemick Lane Bridge This attractive riveted pony truss bridge serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 39.376223 -79.026406 Hemick Lane New Creek New Creek Mineral County, West Virginia West Virginia United States This bridge is on a private drive. Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/wvirginia/hemmick/little_img_6424_small.jpg https://historicbridges.org/wvirginia/hemmick/little_img_6424.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hemmick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.376223,-79.026406
7165 North Mill Creek Bridge This riveted pony truss serves a private drive. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 38.843288 -79.236053 Private Drive North Mill Creek Rural Pendleton County, West Virginia West Virginia United States This bridge is on a private drive. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/wvirginia/northmillcreek/little_img_6533_small.jpg https://historicbridges.org/wvirginia/northmillcreek/little_img_6533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/northmillcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.843288,-79.236053
7166 Old Reynolds Road Bridge This traditional half-hip pony truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 39.509985 -79.027623 Old Reynolds Road (Morrison Road) Georges Creek Rural Allegany County, Maryland Maryland United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 1900 0 Penn Bridge Company of Beaver Falls, Pennsylvania 6 7 76 23.16 78 23.77 15 4.57 https://historicbridges.org/maryland/georgescreek/little_img_6360_small.jpg https://historicbridges.org/maryland/georgescreek/little_img_6360.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/georgescreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.509985,-79.027623
7167 Taylor Avenue Bridge This is an unaltered and attractive example of a curved t-beam bridge, one of an impressive collection of historic bridges in Frankfort. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. 38.203289 -84.882781 Taylor Avenue (KY-1211) Benson Creek Frankfort Franklin County, Kentucky United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1957 0 Unknown 3 3 110 33.53 285 86.87 30 9.14 https://historicbridges.org/kentucky/tayloravenuebridge/little_tayloravenuebridge_1734_5_6v_small.jpg https://historicbridges.org/kentucky/tayloravenuebridge/little_tayloravenuebridge_1734_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/tayloravenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.203289,-84.882781
7168 Coachman Road Bridge Moss Rainbow Arch This small bridge is the only rainbow arch bridge in Florida and also an extremely unusual example of such a bridge built by a Luten company. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.976412 -82.739737 FL-590 (Northeast Coachman Road) Alligator Creek Clearwater Pinellas County, Florida Florida United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1927 0 Luten Bridge Company of York, Pennsylvania 7 9 37 11.28 37 11.28 28.2 8.6 https://historicbridges.org/florida/coachman/little_img_20210129_113722_small.jpg https://historicbridges.org/florida/coachman/little_img_20210129_113722.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/coachman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.976412,-82.739737
7169 Hillsborough River Lift Bridge T. N. Henderson Bridge This is a regionally rare example of a vertical lift highway bridge. The technical description of the main or most noteworthy span of the bridge is a 83.3 ft (25.39 m) metal rivet-connected Warren pony truss, movable: vertical lift. The bridge was primarily built by Cone Brothers Construction Company of Tampa, Florida. The bridge was primarily designed by J. H. Dowling. 27.996071 -82.465465 US-92 and FL-600 Eastbound Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Warren Rivet-Connected Pony Truss Movable: Vertical Lift 8 1 Concrete T-Beam Fixed 0 8 1939 1999 Cone Brothers Construction Company of Tampa, Florida J. H. Dowling 6 7 83.3 25.39 360 109.73 40.4 12.31 https://historicbridges.org/florida/tnhenderson/little_addhillsboroughavenue_3492_small.jpg https://historicbridges.org/florida/tnhenderson/little_addhillsboroughavenue_3492.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tnhenderson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.996071,-82.465465
7170 Seven Mile Bridge Moser Channel Bridge, Piegon Key Bridge, Knight's Key Bridge This bridge is the longest of the numerous bridge composing the Florida East Coast Railway Extension, and is noted for its combination of concrete arch spans and steel plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York and Terry and Tench of New York, New York. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. 24.700038 -81.170277 Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) Moser Channel Marathon Monroe County, Florida Florida United States Metal Deck Girder Fixed 0 335 Concrete Closed Spandrel Deck Arch Fixed 0 210 1912 1938 American Bridge Company of New York, New York and Terry and Tench of New York, New York Joseph C. Meredith and William J. Krome 8 9 80 24.38 35720 10887.46 0 0 https://historicbridges.org/florida/sevenmilebridge/little_sevenmilebridge_2659_small.jpg https://historicbridges.org/florida/sevenmilebridge/little_sevenmilebridge_2659.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/sevenmilebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.700038,-81.170277
7171 Long Key Viaduct This is the longest concrete arch bridge of the various bridges which were built on the Florida Keys for the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. 24.797536 -80.866078 Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) Long Key Channel Rural Monroe County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 180 0 0 1912 0 Unknown Joseph C. Meredith and William J. Krome 8 8 50 15.24 11975 3649.98 0 0 https://historicbridges.org/florida/keyslongkeyviaduct/little_keyslongkeyviaduct_2128_29_30v_small.jpg https://historicbridges.org/florida/keyslongkeyviaduct/little_keyslongkeyviaduct_2128_29_30v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keyslongkeyviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.797536,-80.866078
7172 Channel Five Bridge This is one of a number of concrete arch bridges composing the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. 24.838283 -80.774018 Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) Channel Five Rural Monroe County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 0 0 0 1912 0 Unknown Joseph C. Meredith and William J. Krome 7 7 0 0 4538 1383.18 0 0 https://historicbridges.org/florida/keyschannelfivebridge/little_keyschannelfivebridge_2029_30_31v_small.jpg https://historicbridges.org/florida/keyschannelfivebridge/little_keyschannelfivebridge_2029_30_31v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keyschannelfivebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.838283,-80.774018
7173 Tom's Harbor Channel Bridge This is one of a number of concrete arch bridges composing the Florida East Coast Railway Extension. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Joseph C. Meredith and William J. Krome. 24.777820 -80.921297 Pedestrian Walkway (Old US-1 Alignment, Former Railroad (Florida East Coast Railway)) Tom's Harbor Channel Marathon Monroe County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 0 0 0 1912 0 Unknown Joseph C. Meredith and William J. Krome 7 6 0 0 1432 436.47 0 0 https://historicbridges.org/florida/keystomsharborchannelbridge/little_keystomsharborchannelbridge_2251_small.jpg https://historicbridges.org/florida/keystomsharborchannelbridge/little_keystomsharborchannelbridge_2266.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keystomsharborchannelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.777820,-80.921297
7174 Truman Bridge This bridge is noted for its arch design and for its unique and attractive railing design. The technical description of the main or most noteworthy span of the bridge is a 28.2 ft (8.6 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 24.772858 -80.914293 Duck Key Drive (Bimini Drive) Unnamed Channel Marathon Monroe County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1955 1982 Unknown 5 6 28.2 8.6 77 23.47 23 7.01 https://historicbridges.org/florida/keysduckkeytrumanbridge/little_keysduckkeytrumanbridge_2221_2_3b_small.jpg https://historicbridges.org/florida/keysduckkeytrumanbridge/little_keysduckkeytrumanbridge_2221_2_3b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/keysduckkeytrumanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=24.772858,-80.914293
7175 Oldtown Toll Bridge This very unusual bridge is a privately owned, tolled, low water crossing. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.537600 -78.613224 Green Spring Road North Branch Potomac River Oldtown Allegany County, Maryland and Hampshire County, West Virginia Maryland and West Virginia United States Metal Stringer (Multi-Beam) Fixed 0 11 0 0 1937 1996 Unknown 5 5 30 9.14 314 95.71 11.2 3.41 https://historicbridges.org/maryland/oldtown/little_img_6650_small.jpg https://historicbridges.org/maryland/oldtown/little_img_6650.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/oldtown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.537600,-78.613224
7176 Old Bloomington Bridge This is a long-abandoned state design highway truss bridge. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.479667 -79.068458 WV-46 (Abandoned Alignment) North Branch Potomac River Bloomington Garrett County, Maryland and Mineral County, West Virginia Maryland and West Virginia United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 5 135 41.15 135 41.15 0 0 https://historicbridges.org/maryland/bloomingtonmd/little_img_6394_small.jpg https://historicbridges.org/maryland/bloomingtonmd/little_img_6394.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/bloomingtonmd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.479667,-79.068458
7177 Washington Street Bridge This is a good example of a traditionally composed steel through plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.485130 -79.045730 Washington Street Georges Creek Westernport Allegany County, Maryland Maryland United States Metal Through Girder Fixed 0 1 0 0 1950 1983 Unknown 4 4 73.2 22.31 78 23.77 26 7.92 https://historicbridges.org/maryland/washingtonstreet/little_img_6379_small.jpg https://historicbridges.org/maryland/washingtonstreet/little_img_6379.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/washingtonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.485130,-79.045730
7178 Danforth Street Bridge This is one of the best and richly ornamented examples of a Phoenix column pony truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Dean and Westbrook of New York, New York. 42.325717 -71.397390 Danforth Street (Hillside Street) Sudbury River Framingham Middlesex County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1890 2001 Dean and Westbrook of New York, New York 8 9 71 21.64 76 23.16 34 10.36 https://historicbridges.org/massachusetts/olddanforthstreetbridge/little_olddanforthstreetbridge_4330_1_2vr_small.jpg https://historicbridges.org/massachusetts/olddanforthstreetbridge/little_olddanforthstreetbridge_4330_1_2vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/olddanforthstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.325717,-71.397390
7179 Mahanoy Creek Bridge This bridge includes the distinctive ornamental portal bracing of the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.724508 -76.815478 Creek Hill Road, Amish School Road (TR-377) Mahanoy Creek Rural Northumberland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1902 0 King Bridge Company of Cleveland, Ohio 7 7 129 39.32 130 39.62 13.5 4.11 https://historicbridges.org/pennsylvania/mahanoycreekbridgetr377/little_mahanoycreekbridgetr377_1969_70_71vr_small.jpg https://historicbridges.org/pennsylvania/mahanoycreekbridgetr377/little_mahanoycreekbridgetr377_1969_70_71vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahanoycreekbridgetr377/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.724508,-76.815478
7180 Lone Star Brewery Bridge Originally a skybridge between two buildings of the historic Lone Star Brewery, this truly unique bridge was moved and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 29.438728 -98.481944 Museum Reach Riverwalk San Antonio River San Antonio Bexar County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 14 1 0 0 0 2009 Unknown 8 8 85 25.91 85 25.91 5 1.52 https://historicbridges.org/texas/lonestarbrewerybridge/little_lonestarbrewerybridge_5272_3_4vib_small.jpg https://historicbridges.org/texas/lonestarbrewerybridge/little_lonestarbrewerybridge_5272_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lonestarbrewerybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.438728,-98.481944
7181 Travis Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete continuous t-beam, fixed. The bridge was primarily built by Bart Moore Inc. of San Antonio, Texas. The bridge was primarily designed by C. Raeber. 29.427548 -98.492468 East Travis Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 1 0 0 1929 0 Bart Moore Inc. of San Antonio, Texas C. Raeber 3 5 50 15.24 100 30.48 0 0 https://historicbridges.org/texas/travisstreetbridge/little_travisstreetbridge_6655_6_7r_small.jpg https://historicbridges.org/texas/travisstreetbridge/little_travisstreetbridge_6655_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/travisstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.427548,-98.492468
7182 South St. Mary's Street Bridge This concrete t-beam bridge is noted for its highly ornamental details. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete continuous t-beam, fixed. The bridge was primarily built by Texas Construction Company. The bridge was primarily designed by A. K. Nicolaysen. 29.423306 -98.491853 South St. Mary's Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 1 0 0 1915 1950 Texas Construction Company A. K. Nicolaysen 3 5 37 11.28 76 23.16 34 10.36 https://historicbridges.org/texas/southstmarysstreetbridge/little_southstmarysstreetbridge_2946_7_8vib_small.jpg https://historicbridges.org/texas/southstmarysstreetbridge/little_southstmarysstreetbridge_2946_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/southstmarysstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423306,-98.491853
7183 Frazier Street Bridge Junction Hollow Bridge, Four Mile Run Bridge This large deck truss soars over an entire neighborhood hidden in the valley below. The technical description of the main or most noteworthy span of the bridge is a 264 ft (80.47 m) metal continuous rivet-connected arch, fixed. The bridge was primarily built by B. Perini and Sons of Framingham, Massachusetts. The bridge was primarily designed by Pennsylvania State Highway Department. 40.427864 -79.949356 I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway East) 4 Mile Run and Various Streets and Railroad Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Rivet-Connected Arch Fixed 12 Continuous 4 Metal Deck Girder Fixed 0 2 1951 1981 B. Perini and Sons of Framingham, Massachusetts Pennsylvania State Highway Department 6 6 264 80.47 1015 309.37 92 28.04 https://historicbridges.org/pennsylvania/parkwaydecktruss/little_parkwaydecktruss_8916_small.jpg https://historicbridges.org/pennsylvania/parkwaydecktruss/little_parkwaydecktruss_8916.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parkwaydecktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.427864,-79.949356
7184 Main Street Bridge Wheeling Stone Arch Bridge This handsome stone arch bridge is noted for its lack of alteration and impressive span length. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) stone Segmental deck arch, fixed. The bridge was primarily built by Paige, Carey and Company of New York, New York. The bridge was primarily designed by F. L. Hoge and A. L. White. 40.063407 -80.723429 Main Street (CR-18, WV-2) Wheeling Creek Wheeling Ohio County, West Virginia West Virginia United States Stone Segmental Deck Arch Fixed 0 1 0 0 1892 0 Paige, Carey and Company of New York, New York F. L. Hoge and A. L. White 8 8 159 48.46 232.6 70.9 30.2 9.2 https://historicbridges.org/wvirginia/wheelingmainstreet/little_wheelingmainstreet_0372_3_4vr_small.jpg https://historicbridges.org/wvirginia/wheelingmainstreet/little_wheelingmainstreet_0372_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheelingmainstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.063407,-80.723429
7185 Wheeling Creek Railroad Bridges There are several abandoned plate girder railroad bridges right beside each other in downtown Wheeling. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.063561 -80.723942 Railroad (Abandoned) Wheeling Creek Wheeling Ohio County, West Virginia West Virginia United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 3 5 0 0 0 0 0 0 https://historicbridges.org/wvirginia/wheelingmainstreetrr/little_wheelingmainstreet_0330_1_2vr_small.jpg https://historicbridges.org/wvirginia/wheelingmainstreetrr/little_wheelingmainstreet_0330_1_2vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheelingmainstreetrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.063561,-80.723942
7186 Hempfield Viaduct This large and very old stone arch bridge is noted for its curved design and for leading directly into an equally impressive tunnel. The technical description of the main or most noteworthy span of the bridge is a 50.6 ft (15.42 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles Ellet. 40.072842 -80.711262 Railroad (Wheeling Heritage Rail-Trail) Wheeling Creek Wheeling Ohio County, West Virginia West Virginia United States Stone Semicircular Deck Arch Fixed 0 5 Metal Girder Fixed 0 1 1857 0 Unknown Charles Ellet 7 8 50.6 15.42 336 102.41 0 0 https://historicbridges.org/wvirginia/hempfieldviaduct/little_hempfieldviaduct_0459_60_61vr_small.jpg https://historicbridges.org/wvirginia/hempfieldviaduct/little_hempfieldviaduct_0459_60_61vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hempfieldviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.072842,-80.711262
7187 US-283 Clear Fork Brazos River Bridge TX-23 Clear Fork Brazos River Bridge This state design through truss bridge was bypassed and left standing next to its replacement bridge for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Maney and Alley of Oklahoma City, Oklahoma. The bridge was primarily designed by Texas Highway Department. 32.932708 -99.215515 US-283 (Former TX-23) Clear Fork Brazos River Rural Shackelford County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Concrete Girder Fixed 0 10 1929 0 Virginia Bridge and Iron Company of Roanoke, Virginia and Maney and Alley of Oklahoma City, Oklahoma Texas Highway Department 3 5 150 45.72 456.7 139.2 0 0 https://historicbridges.org/texas/tx23brazos/little_tx23brazos_4360_small.jpg https://historicbridges.org/texas/tx23brazos/little_tx23brazos_4360.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/tx23brazos/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.932708,-99.215515
7188 Old Alton Road Bridge Goat Man's Bridge, Copper Canyon Road Bridge This notable example of a product of the famous King Bridge Company has been bypassed and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 33.129298 -97.104281 Old Alton Road (Former Alignment) Hickory Creek Denton Denton County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1884 0 King Bridge Company of Cleveland, Ohio 3 5 108 32.92 145 44.2 14 4.27 https://historicbridges.org/texas/oldaltonbridge/little_oldaltonbridge_3336_small.jpg https://historicbridges.org/texas/oldaltonbridge/little_oldaltonbridge_3336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldaltonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.129298,-97.104281
7189 Rector Road Bridge This bridge is a classic Pratt truss bridge that was relocated and preserved on Guyer High School grounds. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal multiple-type-connected Pratt through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas, Charles R. Moore, Agent. 33.136683 -97.102174 Pedestrian Walkway Unnamed Waterway Denton Denton County, Texas Texas United States Metal Pratt Multiple-Type-Connected Through Truss Fixed 5 1 0 0 1908 2005 Austin Bridge Company of Dallas, Texas, Charles R. Moore, Agent 6 7 80 24.38 110 33.53 11.9 3.63 https://historicbridges.org/texas/rectorroadbridge/little_rectorroadbridge_3084_small.jpg https://historicbridges.org/texas/rectorroadbridge/little_rectorroadbridge_3084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rectorroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.136683,-97.102174
7190 Commerce Street Bridge (Middle) This bridge is noted for its handsome ornamental details that make it stand out among the many historic concrete bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete continuous t-beam, fixed. The bridge was primarily built by Charles M. Schoenfeld and Sons of Tyler, Texas. The bridge was primarily designed by A. K. Nicolaysen. 29.423800 -98.487994 Commerce Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 3 0 0 1914 0 Charles M. Schoenfeld and Sons of Tyler, Texas A. K. Nicolaysen 3 5 29 8.84 84 25.6 40 12.19 https://historicbridges.org/texas/commercestreetbridgemiddle/little_commercestreetbridgemiddle_3808_09_10r_small.jpg https://historicbridges.org/texas/commercestreetbridgemiddle/little_commercestreetbridgemiddle_3808_09_10r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/commercestreetbridgemiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423800,-98.487994
7191 Edmund Pettus Bridge Selma Bridge This famous bridge is famous for being the site of Bloody Sunday, however the bridge is also significant for its engineering design as well. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal hingeless Solid Ribbed through arch, fixed. The bridge was primarily built by T. A. Loving Company of Goldsboro, North Carolina and Nashville Bridge Company of Nashville Tennessee. The bridge was primarily designed by Hensen K. Stevenson. 32.405534 -87.018481 US-80 Business (Broad Street) Alabama River Selma Dallas County, Alabama Alabama United States Metal Solid Ribbed Hingeless Through Arch Fixed 0 1 Concrete Open Spandrel Deck Arch Fixed 0 12 1940 0 T. A. Loving Company of Goldsboro, North Carolina and Nashville Bridge Company of Nashville Tennessee Hensen K. Stevenson 10 10 250 76.2 1248.4 380.51 42.3 12.89 https://historicbridges.org/alabama/selma/little_selma_5722_3_4vib_small.jpg https://historicbridges.org/alabama/selma/little_selma_5722_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/selma/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.405534,-87.018481
7192 Donald Road Bridge This bridge is one of two similar pony truss bridges that were relocated and preserved on display at the Denton County Administrative Complex. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 33.203219 -97.089131 Pedestrian Walkway Park Lagoon Denton Denton County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 4 1 0 0 1903 2012 King Bridge Company of Cleveland, Ohio 6 6 59 17.98 59 17.98 15.7 4.79 https://historicbridges.org/texas/donaldroadbridge/little_donaldroadbridge_3549_small.jpg https://historicbridges.org/texas/donaldroadbridge/little_donaldroadbridge_3549.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/donaldroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.203219,-97.089131
7193 Gregory Road Bridge This bridge is one of two similar pony truss bridges that were relocated and preserved on display at the Denton County Administrative Complex. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 33.203390 -97.089328 Pedestrian Walkway Park Lagoon Denton Denton County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 3 1 0 0 1923 2012 King Bridge Company of Cleveland, Ohio 6 6 52 15.85 52 15.85 0 0 https://historicbridges.org/texas/gregoryroadbridge/little_gregoryroadbridge_3537_small.jpg https://historicbridges.org/texas/gregoryroadbridge/little_gregoryroadbridge_3537.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gregoryroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.203390,-97.089328
7194 Elm Fork Bridge FM-428 Bridge Bypassed and preserved for pedestrian use, this bridge is noted for its combination of pony and through truss spans. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Denton Construction Company. 33.306937 -97.042276 Greenbelt Trail (Old FM-428, Sherman Drive Alignment) Elm Fork Trinity River Rural Denton County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Warren Rivet-Connected Pony Truss Fixed 10 2 1922 0 Denton Construction Company 7 7 100 30.48 247 75.29 16.4 5 https://historicbridges.org/texas/fm428bridge/little_fm428bridge_3756_7_8r_small.jpg https://historicbridges.org/texas/fm428bridge/little_fm428bridge_3756_7_8r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/fm428bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.306937,-97.042276
7195 La Grange Bridge Buffalo Trail Bridge This is a large example of a state designed through truss bridge in Texas. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas and Illinois Steel Bridge Company of Jacksonville, Illinois. The bridge was primarily designed by Texas Highway Department. 29.901116 -96.887028 TX-71 Business Colorado River La Grange Fayette County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 8 5 Metal Stringer (Multi-Beam) Fixed 0 8 1941 0 Austin Bridge Company of Dallas, Texas and Illinois Steel Bridge Company of Jacksonville, Illinois Texas Highway Department 7 7 200 60.96 1414 430.99 26 7.92 https://historicbridges.org/texas/lagrange/little_lagrange_1685_small.jpg https://historicbridges.org/texas/lagrange/little_lagrange_1685.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lagrange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.901116,-96.887028
7196 Mill Pond Park Bridge This classic Pratt truss bridge has been relocated and preserved in a park setting for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.195510 -98.712853 Pedestrian Walkway Mill Creek San Saba San Saba County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 7 100 30.48 100 30.48 10.8 3.29 https://historicbridges.org/texas/millpondparkbridge/little_millpondparkbridge_7785_6_7r_small.jpg https://historicbridges.org/texas/millpondparkbridge/little_millpondparkbridge_7785_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/millpondparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.195510,-98.712853
7197 Newcastle Bridge Bypassed and abandoned, this impressive multi-span through truss bridge soars over the Brazos River valley. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Buckner Brothers of Cleburne, Texas. The bridge was primarily designed by Texas Highway Department. 33.174916 -98.756115 US-380 (Abandoned Alignment) (Hardin Lane) (Former TX-120) Brazos River Newcastle Young County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 9 5 Metal Stringer (Multi-Beam) Fixed 0 5 1932 0 Buckner Brothers of Cleburne, Texas Texas Highway Department 7 7 170 51.82 850 259.08 20 6.1 https://historicbridges.org/texas/newcastlebridge/little_newcastlebridge_3334_small.jpg https://historicbridges.org/texas/newcastlebridge/little_newcastlebridge_3334.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/newcastlebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.174916,-98.756115
7198 Commerce Street Bridge West While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. 29.424783 -98.492520 East Commerce Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1925 0 Unknown 3 5 36 10.97 73 22.25 40 12.19 https://historicbridges.org/texas/commercestreetbridgewest/little_commercestreetbridgewest_2580_1_2r_small.jpg https://historicbridges.org/texas/commercestreetbridgewest/little_commercestreetbridgewest_2580_1_2r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/commercestreetbridgewest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.424783,-98.492520
7199 Convent Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. 29.429879 -98.492887 Convent Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1929 0 J. G. Jeffery C. Raeber 3 4 38 11.58 76 23.16 38.7 11.8 https://historicbridges.org/texas/conventstreetbridge/little_conventstreetbridge_6541_2_3r_small.jpg https://historicbridges.org/texas/conventstreetbridge/little_conventstreetbridge_6541_2_3r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/conventstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.429879,-98.492887
7201 ! Gerald Desmond Bridge This bridge is an uncommon example of a bridge which is configured as a cantilever truss bridge with a tied arch suspended span. The technical description of the main or most noteworthy span of the bridge is a 527 ft (160.63 m) metal cantilever (arch and suspended deck) bolt-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Moffatt and Nichol. 33.764593 -118.221141 Ocean Boulevard (I-710, Seaside Freeway) Back Channel (Port of Long Beach) Long Beach Los Angeles County, California California United States Metal Warren Bolt-Connected Through Truss Fixed 18 Cantilever (Arch and Suspended Deck) 3 Metal Stringer (Multi-Beam) Fixed 0 45 1968 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Moffatt and Nichol 6 6 527 160.63 6074.8 1851.6 61 18.59 https://historicbridges.org/california/geralddesmond/little_3_2259444355_922e38f87c_o_small.jpg https://historicbridges.org/california/geralddesmond/little_3_2259444355_922e38f87c_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/geralddesmond/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.764593,-118.221141
7202 Collinsville City Park Bridge This traditional standard Texas pony truss bridge appears to have been moved to this location from an unknown previous location. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 33.560060 -96.900710 Park Drive Park Drain Collinsville Grayson County, Texas Texas United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 5 45 13.72 45 13.72 0 0 https://historicbridges.org/texas/collinsville/little_collinsville_4158_59_60vib_small.jpg https://historicbridges.org/texas/collinsville/little_collinsville_4158_59_60vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/collinsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.560060,-96.900710
7203 Loy Lake Park Bridge CR-597 Iron Ore Creek Bridge This traditional riveted pony truss bridge has found a new home nestled in a wooded park setting. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony t-beam, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. 33.732789 -96.589533 Pedestrian Walkway Park Drain Denison Grayson County, Texas Texas United States Metal Warren Rivet-Connected Pony T-Beam Fixed 12 1 0 0 1911 0 Midland Bridge Company of Kansas City, Missouri 6 6 60 18.29 60 18.29 15 4.57 https://historicbridges.org/texas/ironorecreekbridge/little_ironorecreekbridge_6070_small.jpg https://historicbridges.org/texas/ironorecreekbridge/little_ironorecreekbridge_6070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/ironorecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.732789,-96.589533
7204 Peach Creek Bridge CR-353 Bridge This extremely short pin-connected through truss bridge with attractive ornamental details has been beautifully preserved for continued vehicular use! The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey, E.P. Alsbury and Sons, Agents. 29.508119 -97.313823 CR-353 Peach Creek Rural Gonzales County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 4 1 Concrete Slab Fixed 0 2 1897 2019 New Jersey Steel and Iron Company of Trenton, New Jersey, E.P. Alsbury and Sons, Agents 7 7 64 19.51 110 33.53 10.5 3.2 https://historicbridges.org/texas/peachcreekbridge/little_peachcreekbridge_0227_small.jpg https://historicbridges.org/texas/peachcreekbridge/little_peachcreekbridge_0227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/peachcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.508119,-97.313823
7205 Rowe Valley Bridge Easley Bridge This bypassed and abandoned bridge is noted for its combination of uncommon truss types. The technical description of the main or most noteworthy span of the bridge is a 159 ft (48.46 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 30.629321 -97.473354 CR-366 (Abandoned Alignment) San Gabriel River Rural Williamson County, Texas Texas United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 5 1 1909 1930 Unknown 7 8 159 48.46 244 74.37 15 4.57 https://historicbridges.org/texas/sangabrielriverbridge/little_sangabrielriverbridge_2993_4_5r_small.jpg https://historicbridges.org/texas/sangabrielriverbridge/little_sangabrielriverbridge_2993_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sangabrielriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.629321,-97.473354
7206 Seawillow Bridge Young Lane Bridge This classic pin-connected Pratt through truss bridge was bypassed and abandoned in 1985. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 29.821694 -97.584253 CR-197 (Young Lane, Abandoned Alignment) Plum Creek Rural Caldwell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 7 110 33.53 110 33.53 0 0 https://historicbridges.org/texas/seawillowbridge/little_seawillowbridge_8663_4_5r_small.jpg https://historicbridges.org/texas/seawillowbridge/little_seawillowbridge_8663_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/seawillowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.821694,-97.584253
7207 Robin Ranch Road Bridge This traditional Pratt through truss was bypassed and abandoned in 1997. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 29.835679 -97.678332 Robin Ranch Road (CR-213) Clear Fork Plum Creek Rural Caldwell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 7 98 29.87 98 29.87 11.2 3.41 https://historicbridges.org/texas/robinranch/little_robinranch_8495_small.jpg https://historicbridges.org/texas/robinranch/little_robinranch_8495.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/robinranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.835679,-97.678332
7208 Smothers Creek Bridge CR-183 Bridge This bridge was in the process of being preserved when its owner gave up and decided to simply replace it with a slab of concrete. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 29.459853 -97.045703 CR-183 Smothers Creek Rural Lavaca County, Texas Texas United States Metal Pratt Bolt-Connected Through Truss Fixed 6 1 0 0 1930 0 Unknown 6 6 100 30.48 102 31.09 16.7 5.09 https://historicbridges.org/texas/smotherscreekbridge/little_smotherscreekbridge_0263_small.jpg https://historicbridges.org/texas/smotherscreekbridge/little_smotherscreekbridge_0263.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/smotherscreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.459853,-97.045703
7209 Grayson Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. 29.444524 -98.481471 Grayson Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 2 0 Continuous 0 1929 0 J. G. Jeffery C. Raeber 3 5 44 13.41 88 26.82 44 13.41 https://historicbridges.org/texas/graysonstreetbridge/little_graysonstreetbridge_5473_small.jpg https://historicbridges.org/texas/graysonstreetbridge/little_graysonstreetbridge_5473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/graysonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.444524,-98.481471
7210 Josephine Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. 29.445494 -98.481450 Josephine Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1929 0 J. G. Jeffery C. Raeber 3 5 42 12.8 85 25.91 44 13.41 https://historicbridges.org/texas/josephinestreetbridge/little_josephinestreetbridge_5488_small.jpg https://historicbridges.org/texas/josephinestreetbridge/little_josephinestreetbridge_5488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/josephinestreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.445494,-98.481450
7211 Houston Street Bridge This bridge has a unique railing design that differs from other historic bridges in the downtown area. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) concrete continuous t-beam, fixed. The bridge was primarily built by Jones and Day. 29.426467 -98.492139 Houston Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 3 0 0 1925 0 Jones and Day 3 5 35 10.67 107 32.61 24 7.32 https://historicbridges.org/texas/easthoustonstreetbridge/little_easthoustonstreetbridge_6805_small.jpg https://historicbridges.org/texas/easthoustonstreetbridge/little_easthoustonstreetbridge_6805.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/easthoustonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.426467,-98.492139
7212 Pecan Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete continuous t-beam, fixed. The bridge was primarily built by Pryor and Jeffrey. The bridge was primarily designed by C. Raeber. 29.428664 -98.491889 Pecan Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1927 0 Pryor and Jeffrey C. Raeber 3 5 43 13.11 92 28.04 37 11.28 https://historicbridges.org/texas/pecanstreetbridge/little_pecanstreetbridge_6625_6_7r_small.jpg https://historicbridges.org/texas/pecanstreetbridge/little_pecanstreetbridge_6625_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/pecanstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.428664,-98.491889
7213 Dolorosa Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by C. Raeber. 29.423766 -98.492748 Kallison Walk (Former Dolorosa Street) San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1929 0 Unknown C. Raeber 3 5 36 10.97 75 22.86 24 7.32 https://historicbridges.org/texas/dolorosastreetbridge/little_dolorosastreetbridge_2733_4_5r_small.jpg https://historicbridges.org/texas/dolorosastreetbridge/little_dolorosastreetbridge_2733_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/dolorosastreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423766,-98.492748
7214 Jones Avenue Bridge Grand Avenue Bridge While many bridges in this area built in the 1920s were concrete t-beam bridges, this one is a steel stringer with a jack-arch deck. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. 29.436209 -98.480964 Jones Avenue (Former Grand Avenue) San Antonio River San Antonio Bexar County, Texas Texas United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1928 1950 J. G. Jeffery C. Raeber 3 5 40 12.19 107 32.61 39 11.89 https://historicbridges.org/texas/jonesavenuegrand/little_jonesavenuegrand_5110_small.jpg https://historicbridges.org/texas/jonesavenuegrand/little_jonesavenuegrand_5110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jonesavenuegrand/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.436209,-98.480964
7215 Navarro Street Bridge Middle This unusual pony truss is noted for its polygonal design, but with a long horizontal section, and use of concrete railings. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 29.425168 -98.489706 Navarro Street San Antonio River San Antonio Bexar County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 18 1 0 0 1922 0 Virginia Bridge and Iron Company of Roanoke, Virginia Terrell Bartlett Engineers of San Antonio, Texas 7 7 97 29.57 99 30.18 40 12.19 https://historicbridges.org/texas/navarrostreetbridgemiddle/little_navarrostreetbridgemiddle_4963_4_5r_small.jpg https://historicbridges.org/texas/navarrostreetbridgemiddle/little_navarrostreetbridgemiddle_4963_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/navarrostreetbridgemiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425168,-98.489706
7216 Arsenal Street Bridge This unusual pony truss is noted for its polygonal design, but with a long horizontal section. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Walsh - Burney and Moore. The bridge was primarily designed by S. F. Crecelius. 29.415553 -98.494115 Arsenal Street San Antonio River San Antonio Bexar County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 18 1 0 0 1928 0 Walsh - Burney and Moore S. F. Crecelius 3 5 103 31.39 107 32.61 37.4 11.4 https://historicbridges.org/texas/arsenalstreet/little_arsenalstreet_6835_6_7_small.jpg https://historicbridges.org/texas/arsenalstreet/little_arsenalstreet_6835_6_7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/arsenalstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.415553,-98.494115
7217 Hubbard Creek Bridge This bridge is notable as a small scale truss bridge designed by the Texas Highway Department. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Crouch and Noland of Strawn, Texas. The bridge was primarily designed by Texas Highway Department. 32.690401 -99.165022 FM-601 Hubbard Creek Rural Shackelford County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Concrete T-Beam Fixed 0 4 1930 0 Crouch and Noland of Strawn, Texas Texas Highway Department 6 6 150 45.72 266 81.08 18 5.49 https://historicbridges.org/texas/hubbardcreekbridge/little_hubbardcreekbridge_4675_6_7r_small.jpg https://historicbridges.org/texas/hubbardcreekbridge/little_hubbardcreekbridge_4675_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hubbardcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.690401,-99.165022
7218 Richmond Avenue Bridge This bridge stands out among the many historic bridges of downtown San Antonio for its plate girder design and unique railings. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal through girder, fixed. The bridge was primarily built by Bart Moore Inc. of San Antonio, Texas. The bridge was primarily designed by C. Raeber. 29.431238 -98.489719 Richmond Avenue San Antonio River San Antonio Bexar County, Texas Texas United States Metal Through Girder Fixed 0 1 0 0 1930 0 Bart Moore Inc. of San Antonio, Texas C. Raeber 6 6 81 24.69 82 24.99 39 11.89 https://historicbridges.org/texas/richmondavenuebridge/little_richmondavenuebridge_5992_3_4vib_small.jpg https://historicbridges.org/texas/richmondavenuebridge/little_richmondavenuebridge_5992_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/richmondavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.431238,-98.489719
7219 Alamo and Lasoya Streets Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) pre-stressed concrete slab, fixed. The bridge was primarily built by Unknown. 29.423203 -98.487433 Alamo Street and Lasoya Street San Antonio River San Antonio Bexar County, Texas Texas United States Pre-Stressed Concrete Slab Fixed 0 1 0 0 1967 0 Unknown 2 1 75 22.86 77 23.47 60 18.29 https://historicbridges.org/texas/alamoandlasoyastreetsbridge/little_alamoandlasoyastreetsbridge_3625_6_7r_small.jpg https://historicbridges.org/texas/alamoandlasoyastreetsbridge/little_alamoandlasoyastreetsbridge_3625_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/alamoandlasoyastreetsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423203,-98.487433
7220 Arneson Theater Bridge Rosita's Bridge This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. 29.422375 -98.488692 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1939 0 Works Progress Administration Forces Robert H.H. Hugman 5 6 37 11.28 37 11.28 7 2.13 https://historicbridges.org/texas/arnesontheaterrositasbridge/little_arnesontheaterrositasbridge_3508_09_10vib_small.jpg https://historicbridges.org/texas/arnesontheaterrositasbridge/little_arnesontheaterrositasbridge_3508_09_10vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/arnesontheaterrositasbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422375,-98.488692
7221 San Antonio River Walk Bridge This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 29.423282 -98.487809 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/texas/riverwalkbridge/little_riverwalkbridge_3604_5_6r_small.jpg https://historicbridges.org/texas/riverwalkbridge/little_riverwalkbridge_3604_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423282,-98.487809
7222 Selena's Bridge La Mansion Del Rio Bridge This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. 29.425113 -98.490577 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1940 0 Works Progress Administration Forces Robert H.H. Hugman 5 6 0 0 0 0 0 0 https://historicbridges.org/texas/riverwalkbridgenorth/little_riverwalkbridgenorth_4876_7_8vib_small.jpg https://historicbridges.org/texas/riverwalkbridgenorth/little_riverwalkbridgenorth_4876_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425113,-98.490577
7223 River Walk Loop South Entrance Bridge This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 29.423427 -98.492627 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1940 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/texas/riverwalkloopsouthentrancebridge/little_riverwalkloopsouthentrancebridge_2847_8_9r_small.jpg https://historicbridges.org/texas/riverwalkloopsouthentrancebridge/little_riverwalkloopsouthentrancebridge_2847_8_9r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkloopsouthentrancebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423427,-98.492627
7224 River Walk Flood Gate Bridge This river walk bridge also functions as a flood control gate for the river. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. 29.425099 -98.492266 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1941 0 Works Progress Administration Forces Robert H.H. Hugman 3 5 50 15.24 50 15.24 10 3.05 https://historicbridges.org/texas/riverwalkfloodgatebridge/little_riverwalkfloodgatebridge_2550_small.jpg https://historicbridges.org/texas/riverwalkfloodgatebridge/little_riverwalkfloodgatebridge_2550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkfloodgatebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425099,-98.492266
7225 North St. Mary's Street Bridge North This is one of the more ornately decorated of the many surviving historic concrete t-beam bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. H. Richardson Company of Houston, Texas. The bridge was primarily designed by A. K. Nicolaysen. 29.430779 -98.491337 North St. Mary's Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 3 0 0 1915 1950 J. H. Richardson Company of Houston, Texas A. K. Nicolaysen 5 6 32.2 9.81 100 30.48 39 11.89 https://historicbridges.org/texas/northstmarysstreetbridgenorth/little_northstmarysstreetbridgenorth_5779_80_81r_small.jpg https://historicbridges.org/texas/northstmarysstreetbridgenorth/little_northstmarysstreetbridgenorth_5779_80_81r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/northstmarysstreetbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430779,-98.491337
7226 Villita Street Bridge This bridge has a railing design that greatly differs from the style found on most of the other t-beam bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete continuous t-beam, fixed. The bridge was primarily built by Walsh and Burney. The bridge was primarily designed by S. F. Crecelius. 29.423020 -98.492728 Villita Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1927 0 Walsh and Burney S. F. Crecelius 3 3 40 12.19 80 24.38 39 11.89 https://historicbridges.org/texas/villitastreetbridge/little_villitastreetbridge_2877_8_9r_small.jpg https://historicbridges.org/texas/villitastreetbridge/little_villitastreetbridge_2877_8_9r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/villitastreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423020,-98.492728
7227 North St. Mary's Street Bridge South While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete continuous t-beam, fixed. The bridge was primarily built by McKenzie Construction Company. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 29.425131 -98.491353 North St. Mary's Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1925 0 McKenzie Construction Company Terrell Bartlett Engineers of San Antonio, Texas 3 5 39 11.89 78 23.77 34 10.36 https://historicbridges.org/texas/northstmarysstreetbridgesouth/little_northstmarysstreetbridgesouth_5014_5_6r_small.jpg https://historicbridges.org/texas/northstmarysstreetbridgesouth/little_northstmarysstreetbridgesouth_5014_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/northstmarysstreetbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.425131,-98.491353
7228 Hilton Hotel River Walk Bridge This is one of several attractive pedestrian footbridges that form part of the river walk. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by Robert H.H. Hugman. 29.422387 -98.488064 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1941 0 Works Progress Administration Forces Robert H.H. Hugman 5 6 0 0 0 0 0 0 https://historicbridges.org/texas/hiltonriverwalk/little_hiltonriverwalk_3556_7_8r_small.jpg https://historicbridges.org/texas/hiltonriverwalk/little_hiltonriverwalk_3556_7_8r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hiltonriverwalk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422387,-98.488064
7229 Pine Plains Road Bridge This is a regionally extremely rare surviving example of a highway deck truss, and is unusual nationwide as a short span deck truss. The technical description of the main or most noteworthy span of the bridge is a metal arch, fixed. The bridge was primarily built by Unknown. 44.226461 -79.957289 Pine Plains Road (Sideroad 17 Adjala-Tosorontio) Pine River Adjala-Tosorontio Simcoe County, Ontario Ontario Canada Metal Arch Fixed 0 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 7 9 0 0 0 0 0 0 https://historicbridges.org/ontario/pinesplains/little_20200714_150035_small.jpg https://historicbridges.org/ontario/pinesplains/little_20200714_150035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pinesplains/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.226461,-79.957289
7230 Weisenberg Road Bridge This is an early and rare surviving example of a concrete through girder in Ontario. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Bowman and Connor of Toronto and Kitchener, Ontario. 43.594235 -80.425294 Weisenberg Road Cox Creek Woolwich and Centre Wellington Waterloo Region, Ontario and Wellington County, Ontario Ontario Canada Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown Bowman and Connor of Toronto and Kitchener, Ontario 7 7 45 13.72 45 13.72 17 5.18 https://historicbridges.org/ontario/weisenbergroadcoxcreek/little_20200725_153704_small.jpg https://historicbridges.org/ontario/weisenbergroadcoxcreek/little_20200725_153704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/weisenbergroadcoxcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.594235,-80.425294
7231 9th Line Railway Overpass This timber railway overpass bridge is noted for its humped deck and narrow roadway. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.084578 -79.819548 9th Line Railroad (Canadian Pacific) New Tecumseth Simcoe County, Ontario Ontario Canada Wood Stringer (Multi-Beam) Fixed 0 6 0 0 0 0 Unknown 5 5 91 27.74 91 27.74 0 0 https://historicbridges.org/ontario/9thlinenewtechumseh/little_20200714_190550_small.jpg https://historicbridges.org/ontario/9thlinenewtechumseh/little_20200714_190550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/9thlinenewtechumseh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.084578,-79.819548
7232 7th Line Railway Overpass This is an uncommon example of a rural concrete arch railway overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.060981 -79.805939 7th Line Railroad (Canadian Pacific) New Tecumseth Simcoe County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 24 7.32 24 7.32 33.5 10.21 https://historicbridges.org/ontario/cp7th/little_20200714_192047_small.jpg https://historicbridges.org/ontario/cp7th/little_20200714_192047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cp7th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.060981,-79.805939
7233 Little's Bridge This small scale bridge is noted as a very early surviving example of a reinforced concrete bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 22.6 ft (6.89 m) concrete slab, fixed. The bridge was primarily built by Unknown. 43.453800 -80.163552 Sideroad 25 North Aberfoyle Creek Puslinch Wellington County, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 1910 0 Unknown 5 5 22.6 6.89 22.6 6.89 13.8 4.21 https://historicbridges.org/ontario/littlesbridge/little_20190329_173422_small.jpg https://historicbridges.org/ontario/littlesbridge/little_20190329_173422.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/littlesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.453800,-80.163552
7234 Lexington Avenue Bridge 4th Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete continuous t-beam, fixed. The bridge was primarily built by Pryor and Jeffrey. The bridge was primarily designed by C. Raeber. 29.431428 -98.488379 Lexington Avenue (4th Street) San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1926 0 Pryor and Jeffrey C. Raeber 3 5 42 12.8 103 31.39 39 11.89 https://historicbridges.org/texas/lexington4th/little_lexington4th_5581_small.jpg https://historicbridges.org/texas/lexington4th/little_lexington4th_5581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lexington4th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.431428,-98.488379
7235 Market Street Bridge West While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. 29.424205 -98.492677 Market Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1927 0 Unknown 3 5 36 10.97 72 21.95 45 13.72 https://historicbridges.org/texas/marketstreetbridgewest/little_marketstreetbridgewest_2619_20_21r_small.jpg https://historicbridges.org/texas/marketstreetbridgewest/little_marketstreetbridgewest_2619_20_21r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/marketstreetbridgewest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.424205,-98.492677
7236 Market Street Bridge Middle While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete continuous t-beam, fixed. The bridge was primarily built by Pryor and Jeffrey. The bridge was primarily designed by C. Raeber. 29.423044 -98.487967 Market Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1926 0 Pryor and Jeffrey C. Raeber 3 5 43 13.11 90 27.43 42.3 12.89 https://historicbridges.org/texas/marketstreetbridgemiddle/little_marketstreetbridgemiddle_3562_3_4r_small.jpg https://historicbridges.org/texas/marketstreetbridgemiddle/little_marketstreetbridgemiddle_3562_3_4r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/marketstreetbridgemiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.423044,-98.487967
7237 Martin Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) concrete continuous t-beam, fixed. The bridge was primarily built by J. G. Jeffery. The bridge was primarily designed by C. Raeber. 29.429264 -98.492500 Martin Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1927 0 J. G. Jeffery C. Raeber 1 3 52.2 15.91 106 32.31 38 11.58 https://historicbridges.org/texas/martinstreetbridge/little_martinstreetbridge_6571_2_3r_small.jpg https://historicbridges.org/texas/martinstreetbridge/little_martinstreetbridge_6571_2_3r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/martinstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.429264,-98.492500
7238 Plum Creek Bridge Bypassed and abandoned, this bridge features a relatively small state design through truss span and a long series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Grant Williams of Oklahoma City, Oklahoma. The bridge was primarily designed by Texas Highway Department. 29.654946 -97.599771 US-90 and US-183 (Abandoned Alignment) Plum Creek Rural Caldwell County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Concrete Girder Fixed 0 36 1931 0 Virginia Bridge and Iron Company of Roanoke, Virginia and Grant Williams of Oklahoma City, Oklahoma Texas Highway Department 6 6 120 36.58 1205 367.28 22 6.71 https://historicbridges.org/texas/oldus90plumcreekbridge/little_oldus90plumcreekbridge_9173_small.jpg https://historicbridges.org/texas/oldus90plumcreekbridge/little_oldus90plumcreekbridge_9173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldus90plumcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.654946,-97.599771
7239 Pont Morisset (Morisset Bridge) Pont de Morisset-Station (Morisset-Station Bridge) This very unusually configured riveted deck truss highway bridge was rehabilitated in 2019. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal cantilever rivet-connected Baltimore deck truss, fixed. The bridge was primarily built by Eastern Canada Steel and Iron Works of Montréal, Québec. 46.251770 -70.541000 QC-275 Rivière Famine Saint-Prosper Chaudiére-Appalaches, Québec Québec Canada Metal Baltimore Rivet-Connected Deck Truss Fixed 14 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 2 1928 2019 Eastern Canada Steel and Iron Works of Montréal, Québec 8 8 170 51.82 398.5 121.46 19 5.79 https://historicbridges.org/quebec/saintprosper/little_saintprosper_6323_4_5raa_small.jpg https://historicbridges.org/quebec/saintprosper/little_saintprosper_6323_4_5raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintprosper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.251770,-70.541000
7240 Pont de Dewittville (Dewittville Bridge) This classic riveted through truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.113360 -74.094090 Chemin du Pont Dewittville (Montée de Rockburn) Rivière Châteauguay Dewittville (Godmanchester) Montérégie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 0 2021 Unknown 6 6 110 33.53 110 33.53 0 0 https://historicbridges.org/quebec/dewittville/little_dewittville_7469aa_small.jpg https://historicbridges.org/quebec/dewittville/little_dewittville_7469aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/dewittville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.113360,-74.094090
7241 Pont Ferroviaire de la Rivière l'Acadie (Arcadia River Railway Bridge) This abandoned railway through truss is noted for its decorative portal bracing design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.451490 -73.309620 Railroad (Abandoned Canadian National) Rivière l'Acadie Chambly and Carignan Montérégie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 7 120 36.58 0 0 0 0 https://historicbridges.org/quebec/chambly/little_chambly_9485aa_small.jpg https://historicbridges.org/quebec/chambly/little_chambly_9485aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chambly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.451490,-73.309620
7242 Vida Shaw Bridge This is one of the most significant highway swing bridges in Louisiana, and it has had an uncertain future after having been closed to traffic for many years. The technical description of the main or most noteworthy span of the bridge is a 147.3 ft (44.9 m) metal multiple-type-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Daniel Jeffrey and Sons Inc. of Jeanerette, Louisiana. The bridge was primarily designed by Thomas J. Jones. 30.032917 -91.736699 Vida Shaw Road Bayou Teche Rural Iberia Parish, Louisiana Louisiana United States Metal Warren Multiple-Type-Connected Through Truss Movable: Swing Rim Bearing Center Pier 9 1 Wood Stringer (Multi-Beam) Fixed 0 3 1940 0 Daniel Jeffrey and Sons Inc. of Jeanerette, Louisiana Thomas J. Jones 7 9 147.3 44.9 202 61.57 13.1 3.99 https://historicbridges.org/louisiana/vidashawbridge/little_img_vidashawbridge_0701_small.jpg https://historicbridges.org/louisiana/vidashawbridge/little_img_vidashawbridge_0701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/vidashawbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.032917,-91.736699
7243 Loreauville Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. 30.056890 -91.740195 LA-344 Bayou Teche Loreauville Iberia Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Concrete Slab Fixed 0 8 1964 0 Unknown Louisiana Department of Highways 5 5 65 19.81 226 68.88 24.3 7.41 https://historicbridges.org/louisiana/loreauville/little_img_loreauville_0693_small.jpg https://historicbridges.org/louisiana/loreauville/little_img_loreauville_0693.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/loreauville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.056890,-91.740195
7244 Milton Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. 30.103841 -92.079777 LA-92 (Milton Road) Bayou Vermilion (Vermilion River) Milton Lafayette Parish, Louisiana and Vermilion Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 6 1948 0 Unknown Louisiana Department of Highways 6 5 96 29.26 336 102.41 24 7.32 https://historicbridges.org/louisiana/bayouvermilionla92bridge/little_img_bayouvermilionla92bridge_0664_small.jpg https://historicbridges.org/louisiana/bayouvermilionla92bridge/little_img_bayouvermilionla92bridge_0664.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla92bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.103841,-92.079777
7245 Perry Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. 29.951395 -92.156350 LA-82 (Elm Street) Bayou Vermilion (Vermilion River) Perry Vermilion Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 10 1955 0 Unknown Louisiana Department of Highways 5 5 75 22.86 383 116.74 24 7.32 https://historicbridges.org/louisiana/bayouvermilionla82bridge/little_bayouvermilionla82bridge_brg_3048_small.jpg https://historicbridges.org/louisiana/bayouvermilionla82bridge/little_bayouvermilionla82bridge_brg_3048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla82bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.951395,-92.156350
7246 Abbeville Bridge Veterans Memorial Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Department of Highways. 29.975022 -92.139112 LA-14 (Pere Megret Street) Bayou Vermilion (Vermilion River) Abbeville Vermilion Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Concrete T-Beam Fixed 0 4 1938 0 Unknown Louisiana Department of Highways 6 6 75 22.86 241 73.46 24 7.32 https://historicbridges.org/louisiana/bayouvermilionla14bridge/little_img_bayouvermilionla14bridge_0663_small.jpg https://historicbridges.org/louisiana/bayouvermilionla14bridge/little_img_bayouvermilionla14bridge_0663.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla14bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.975022,-92.139112
7247 LA-14 Bypass Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal stringer (multi-beam), movable: vertical lift. The bridge was primarily built by Coastal Contractors Inc. of Baton Rouge, Louisiana and Orleans Materials and Equipment Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Department of Highways. 29.983545 -92.136581 LA-14 Bypass (Veterans Memorial Drive) Bayou Vermilion (Vermilion River) Abbeville Vermilion Parish, Louisiana Louisiana United States Metal Stringer (Multi-Beam) Movable: Vertical Lift 0 1 Concrete Slab Fixed Tower Drive 0 12 1964 0 Coastal Contractors Inc. of Baton Rouge, Louisiana and Orleans Materials and Equipment Company of New Orleans, Louisiana Louisiana Department of Highways 5 5 73.2 22.31 353 107.59 53.2 16.22 https://historicbridges.org/louisiana/bayouvermilionla14bypassbridge/little_bayouvermilionla14bypassbridge_brg_3345_6_7vib_small.jpg https://historicbridges.org/louisiana/bayouvermilionla14bypassbridge/little_bayouvermilionla14bypassbridge_brg_3345_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouvermilionla14bypassbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.983545,-92.136581
7248 Claiborne Avenue Bridge Judge Seeber Bridge This vertical lift bridge which also includes a long approach system stands out in Louisiana for its large size. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Boh Brothers Construction Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Department of Highways (Sidney Poleynard). 29.969021 -90.025600 Claiborne Avenue (LA-39) Inner Harbor Navigation Canal (Industrial Canal) New Orleans Orleans Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 12 1 Metal Deck Girder Fixed 0 22 1957 0 Boh Brothers Construction Company of New Orleans, Louisiana Louisiana Department of Highways (Sidney Poleynard) 6 7 360 109.73 1535 467.87 54 16.46 https://historicbridges.org/louisiana/claiborneavenuebridge/little_claiborneavenuebridge_brg_4464_small.jpg https://historicbridges.org/louisiana/claiborneavenuebridge/little_claiborneavenuebridge_brg_4464.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/claiborneavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.969021,-90.025600
7249 ! Pearlington Bridge East Pearl River Bridge This bridge is noted as one of the largest swing bridges in the region, both in terms of swing span size and overall bridge length. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Parker through truss, movable: swing, Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 30.239057 -89.614839 US-90 (Chef Menteur Highway) East Pearl River Pearlington St. Tammany Parish, Louisiana, and Hancock County, Mississippi Louisiana and Mississippi United States Metal Parker Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Parker Rivet-Connected Through Truss Fixed 7 16 1933 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 7 7 280 85.34 961 292.91 24 7.32 https://historicbridges.org/louisiana/eastpearlriverus90bridge/little_eastpearlriverus90bridge_brg_3267_small.jpg https://historicbridges.org/louisiana/eastpearlriverus90bridge/little_eastpearlriverus90bridge_brg_3267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/eastpearlriverus90bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.239057,-89.614839
7250 Chef Menteur Pass Bridge Fort Macomb Bridge This large swing span is complimented by large fixed approach truss spans, and is among the largest swing bridges in the region. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission (E. L. Erickson). 30.067630 -89.804434 US-90 (Chef Menteur Highway) Chef Menteur Pass New Orleans Orleans Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 12 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 19 1929 0 Unknown Louisiana Highway Commission (E. L. Erickson) 7 7 270 82.3 1175 358.14 20 6.1 https://historicbridges.org/louisiana/chefmenteurpassbridge/little_chefmenteurpassbridge_brg_4528_small.jpg https://historicbridges.org/louisiana/chefmenteurpassbridge/little_chefmenteurpassbridge_brg_4528.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/chefmenteurpassbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.067630,-89.804434
7251 ! White Kitchen Bridge West Pearl River Bridge This bridge is an outstanding example of a through truss vertical lift bridge of small scale. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by W. Horace Williams Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. 30.231192 -89.668749 US-90 (Chef Menteur Highway) West Pearl River White Kitchen St. Tammany Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 5 1 Concrete T-Beam Fixed 0 16 1933 1978 W. Horace Williams Company of New Orleans, Louisiana Louisiana Highway Commission 7 7 110 33.53 570 173.74 24 7.32 https://historicbridges.org/louisiana/westpearlriverus90bridge/little_westpearlriverus90bridge_brg_2583_small.jpg https://historicbridges.org/louisiana/westpearlriverus90bridge/little_westpearlriverus90bridge_brg_2583.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/westpearlriverus90bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.231192,-89.668749
7252 ! US-90 Middle Middle Pearl River Bridge This is one of a trio of multi-span pony truss bridges along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 30.235568 -89.638785 US-90 (Chef Menteur Highway) Middle Middle Pearl River Rural St. Tammany Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 3 Concrete T-Beam Fixed 0 12 1933 0 Unknown 6 6 80 24.38 582 177.39 24 7.32 https://historicbridges.org/louisiana/middlemiddlepearlriverus90bridge/little_middlemiddlepearlriverus90bridge_brg_2979_small.jpg https://historicbridges.org/louisiana/middlemiddlepearlriverus90bridge/little_middlemiddlepearlriverus90bridge_brg_2979.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/middlemiddlepearlriverus90bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.235568,-89.638785
7253 ! US-90 East Middle Pearl River Bridge This is one of a trio of multi-span pony truss bridges along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 30.236983 -89.629083 US-90 (Chef Menteur Highway) East Middle Pearl River Rural St. Tammany Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 3 Concrete T-Beam Fixed 0 12 1933 0 Unknown 6 6 80 24.38 582 177.39 24 7.32 https://historicbridges.org/louisiana/eastmiddlepearlriverus90bridge/little_eastmiddlepearlriverus90bridge_brg_3168_small.jpg https://historicbridges.org/louisiana/eastmiddlepearlriverus90bridge/little_eastmiddlepearlriverus90bridge_brg_3168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/eastmiddlepearlriverus90bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.236983,-89.629083
7254 ! US-90 West Middle River Bridge This is one of a trio of multi-span pony truss bridges along this stretch of road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 30.234513 -89.646031 US-90 (Chef Menteur Highway) West Middle River Rural St. Tammany Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 3 Concrete T-Beam Fixed 0 12 1933 0 Unknown 6 6 80 24.38 582 177.39 24 7.32 https://historicbridges.org/louisiana/westmiddleriverus90bridge/little_westmiddleriverus90bridge_brg_2889_small.jpg https://historicbridges.org/louisiana/westmiddleriverus90bridge/little_westmiddleriverus90bridge_brg_2889.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/westmiddleriverus90bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.234513,-89.646031
7255 Seabrook Railroad Bridge This bridge is one of three impressive Strauss heel-trunnion bascule bridges on this canal. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 30.031323 -90.034575 Railroad (Norfolk Southern) and Former Hayne Boulevard (Highway Deck Removed) Inner Harbor Navigation Canal (Industrial Canal) New Orleans Orleans Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 7 1 0 0 1923 2014 Bethlehem Steel Company of Bethlehem, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 120 36.58 266 81.08 0 0 https://historicbridges.org/louisiana/seabrookbridge/little_seabrookbridge_brg_3924_small.jpg https://historicbridges.org/louisiana/seabrookbridge/little_seabrookbridge_brg_3924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/seabrookbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.031323,-90.034575
7256 Alamonster Avenue Bridge This bridge is one of three impressive Strauss heel-trunnion bascule bridges on this canal. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 30.004576 -90.025891 Railroad (CSX) and Former Alamonster Avenue Inner Harbor Navigation Canal (Industrial Canal) New Orleans Orleans Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 7 1 0 0 1920 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 117 35.66 282 85.95 0 0 https://historicbridges.org/louisiana/almonasteravenuebridge/little_almonasteravenuebridge_brg_4200_small.jpg https://historicbridges.org/louisiana/almonasteravenuebridge/little_almonasteravenuebridge_brg_4200.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/almonasteravenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.004576,-90.025891
7257 Duperior Bridge In a state known for swing and lift bridges on its highways, this handsome double-leaf bascule bridge stands out as rare. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) metal Variable Depth deck girder, fixed, Rolling Lift. The bridge was primarily built by Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana). The bridge was primarily designed by Louisiana Highway Commission. 30.006146 -91.816778 Duperior Avenue (LA-86, Bridge Street) Bayou Teche New Iberia Iberia Parish, Louisiana Louisiana United States Metal Variable Depth Deck Girder Fixed Rolling Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1941 0 Vincennes Steel Corporation of Vincennes, Indiana (Vincennes Bridge Company of Vincennes, Indiana) Louisiana Highway Commission 6 7 74 22.56 241 73.46 0 0 https://historicbridges.org/louisiana/duperierbridge/little_duperierbridge_brg_2262_small.jpg https://historicbridges.org/louisiana/duperierbridge/little_duperierbridge_brg_2262.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/duperierbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.006146,-91.816778
7258 Bayou Black Bridge This is a very unusual lightweight deck truss vertical lift bridge that has had all traces of its lift towers removed. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal rivet-connected Warren deck truss, movable: vertical lift, Span Drive. The bridge was primarily built by Robinson and Young of Baton Rouge, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. 29.684895 -90.998569 LA-182 (Bayou Black Drive) (Old US-90 Alignment) Bayou Black Rural Terrebonne Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Deck Truss Movable: Vertical Lift Span Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 6 1946 0 Robinson and Young of Baton Rouge, Louisiana Louisiana Highway Commission 6 7 61 18.59 189 57.61 24 7.32 https://historicbridges.org/louisiana/bayoublackbridge/little_bayoublackbridge_brg_8856_small.jpg https://historicbridges.org/louisiana/bayoublackbridge/little_bayoublackbridge_brg_8856.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoublackbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.684895,-90.998569
7259 Lockport Company Canal Bridge This bridge is a good example of a state standard 150 foot vertical lift bridge,and it has a different appearance from shorter lift bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.644966 -90.544757 LA-1 (Crescent Avenue) Company Canal Lockport Lafourche Parish, Louisiana Louisiana United States Metal Through Girder Movable: Vertical Lift Tower Drive 0 1 Concrete Slab Fixed 0 10 1959 0 Unknown Louisiana Highway Commission 6 6 150 45.72 370 112.78 28 8.53 https://historicbridges.org/louisiana/lockportcompanycanalbridge/little_lockportcompanycanalbridge_brg_8286_small.jpg https://historicbridges.org/louisiana/lockportcompanycanalbridge/little_lockportcompanycanalbridge_brg_8286.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/lockportcompanycanalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.644966,-90.544757
7260 Charenton Bridge This is one of a number of surviving standard plan pony truss swing bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Polygonal Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Louisiana Highway Commission. 29.886904 -91.523301 LA-324 (Convent Street) Bayou Teche Charenton St. Mary Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Center Pier 16 1 Metal Stringer (Multi-Beam) Fixed 0 6 1941 0 Austin Bridge Company of Dallas, Texas Louisiana Highway Commission 6 6 210 64.01 350 106.68 0 0 https://historicbridges.org/louisiana/bayoutechela324bridge/little_bayoutechela324bridge_brg_1836_small.jpg https://historicbridges.org/louisiana/bayoutechela324bridge/little_bayoutechela324bridge_brg_1836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoutechela324bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.886904,-91.523301
7261 Parks Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 30.217002 -91.826849 LA-350 (Bridge Street) Bayou Teche Parks St. Martin Parish, Louisiana Louisiana United States Metal Deck Girder Fixed Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1950 0 Unknown Louisiana Highway Commission 6 6 50 15.24 247 75.29 24 7.32 https://historicbridges.org/louisiana/parksbridge/little_img_parksbridge_0685_small.jpg https://historicbridges.org/louisiana/parksbridge/little_img_parksbridge_0685.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/parksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.217002,-91.826849
7262 St. John Bridge Levert - St. John Bridge This abandoned bridge is a very rare example of a pin-connected swing truss bridge in Louisiana. The technical description of the main or most noteworthy span of the bridge is a 227 ft (69.19 m) metal pin-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 30.158521 -91.812402 St. John Bridge Road (Abandoned) and Railroad (Abandoned) Bayou Teche Rural (St. John) St. Martin Parish, Louisiana Louisiana United States Metal Warren Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 0 0 1895 0 Unknown 7 9 227 69.19 264 80.47 14.4 4.39 https://historicbridges.org/louisiana/stjohnbridge/little_stjohnbridge_brg_4365_small.jpg https://historicbridges.org/louisiana/stjohnbridge/little_stjohnbridge_brg_4365.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stjohnbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.158521,-91.812402
7263 St. Martinville Bridge This is a small riveted deck plate girder swing bridge that sits very close to the water level. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 30.123130 -91.826610 LA-96 (Bridge Street) Bayou Teche St. Martinville St. Martin Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Swing Center Bearing Center Pier 0 1 Concrete T-Beam Fixed 0 3 1942 0 Unknown Louisiana Highway Commission 6 6 133 40.54 230 70.1 24 7.32 https://historicbridges.org/louisiana/stmartinville/little_img_stmartinville_0690_small.jpg https://historicbridges.org/louisiana/stmartinville/little_img_stmartinville_0690.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stmartinville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.123130,-91.826610
7264 St. Claude Avenue Bridge This impressive Strauss heel-trunnion bascule bridge carries vehicular traffic on three different decks. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal rivet-connected Pratt through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 29.963899 -90.027481 St. Claude Avenue (LA-46) Inner Harbor Navigation Canal (Industrial Canal) New Orleans Orleans Parish, Louisiana Louisiana United States Metal Pratt Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 6 1 0 0 1919 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 137 41.76 137 41.76 24 7.32 https://historicbridges.org/louisiana/stclaudeavenuebridge/little_stclaudeavenuebridge_brg_4699_small.jpg https://historicbridges.org/louisiana/stclaudeavenuebridge/little_stclaudeavenuebridge_brg_4699.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stclaudeavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.963899,-90.027481
7265 Arnprior Railway Bridge With an 1893 construction date, this bridge is one of the oldest known (dated) rivet-connected truss bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.429424 -76.351153 Railroad (Abandoned Canadian National Renfrew Subdivision) Madawaska River Arnprior Renfrew County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 2 Wood Stringer (Multi-Beam) Fixed 0 0 1893 0 Dominion Bridge Company of Montréal, Québec 8 9 165 50.29 413 125.88 0 0 https://historicbridges.org/ontario/arnprior/little_ian_0129_small.jpg https://historicbridges.org/ontario/arnprior/little_ian_0129.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/arnprior/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.429424,-76.351153
7266 ! Krugerdorf Bridge This is a unique timber Howe truss presented in an unusual polygonal configuration. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Howe through truss, fixed. The bridge was primarily built by Unknown. 47.928339 -79.900321 Pacaud Chamberlain Boundary Road Blanche River Chamberlain Township (Krugerdorf) Timiskaming District, Ontario Ontario Canada Metal Howe Rivet-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 9 9 0 0 197 60.05 0 0 https://historicbridges.org/ontario/krugerdorf/little_ian_0020edit_small.jpg https://historicbridges.org/ontario/krugerdorf/little_ian_0020edit.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/krugerdorf/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.928339,-79.900321
7267 Harmans Road Bridge This is a rare surviving example of a highway Baltimore truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 47.794512 -79.855289 Harmans Road St. Jean Baptiste Creek Evantural Township Timiskaming District, Ontario Ontario Canada Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/ontario/harmansroad/little_harmansroadbridge_small.jpg https://historicbridges.org/ontario/harmansroad/little_harmansroadbridge.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/harmansroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.794512,-79.855289
7270 Thornbury Railway Bridge Georgian Trail Bridge This is an uncommon surviving example of a railway deck truss in this region of Ontario, and also has a substantial approach system. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 44.562803 -80.450972 Railroad (Georgian Rail-Trail, Former North Simcoe Railway Grey Branch) Beaver River Thornbury (The Blue Mountains) Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/thornburyrailbridge/little_20200728_181522_small.jpg https://historicbridges.org/ontario/thornburyrailbridge/little_20200728_181522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/thornburyrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.562803,-80.450972
7271 LA-661 Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.573793 -90.712073 LA-661 (Van Avenue) Bayou LaCarpe Houma Terrebonne Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Concrete Slab Fixed 0 6 1964 0 Unknown Louisiana Highway Commission 5 4 76 23.16 196 59.74 24 7.32 https://historicbridges.org/louisiana/bayoulacarpela661bridge/little_bayoulacarpela661bridge_brg_8547_small.jpg https://historicbridges.org/louisiana/bayoulacarpela661bridge/little_bayoulacarpela661bridge_brg_8547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoulacarpela661bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.573793,-90.712073
7272 Raceland LA-182 Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.727714 -90.598784 LA-182 (Mill Street, Former US-90) Bayou Lafourche Raceland Lafourche Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 6 1936 1956 Unknown Louisiana Highway Commission 6 6 71 21.64 240 73.15 24 7.32 https://historicbridges.org/louisiana/racelandstmarybridge/little_img_racelandstmarybridge_0511_small.jpg https://historicbridges.org/louisiana/racelandstmarybridge/little_img_racelandstmarybridge_0511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/racelandstmarybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.727714,-90.598784
7273 Rita Bridge Lockport Swing Bridge This swing bridge features a graceful variable depth deck plate girder for its superstructure. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal Variable Depth deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.646876 -90.536844 LA-665 Bayou Lafourche Lockport Lafourche Parish, Louisiana Louisiana United States Metal Variable Depth Deck Girder Movable: Swing Center Pier 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1940 0 Unknown Louisiana Highway Commission 6 6 212 64.62 250 76.2 20 6.1 https://historicbridges.org/louisiana/ritabridge/little_ritabridge_brg_7965_small.jpg https://historicbridges.org/louisiana/ritabridge/little_ritabridge_brg_7965.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/ritabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.646876,-90.536844
7274 LA-24 Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.563784 -90.647529 LA-24 Bayou Petit Callou (Bayou Little Callou) Houma Terrebonne Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) 0 2 1941 0 Unknown Louisiana Highway Commission 6 6 56 17.07 112 34.14 24 7.32 https://historicbridges.org/louisiana/bayoulittlecailloula24bridge/little_img_bayoulittlecailloula24bridge_0520_small.jpg https://historicbridges.org/louisiana/bayoulittlecailloula24bridge/little_img_bayoulittlecailloula24bridge_0520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoulittlecailloula24bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.563784,-90.647529
7275 Grizzaffi Bridge E.J. "Lionel" Grizzaffi Bridge This bridge is still a little too young to be considered to have any significant historic value, but it offers a comparison to the nearby historic K-truss bridge. The technical description of the main or most noteworthy span of the bridge is a 617 ft (188.06 m) metal cantilever bolt-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by E. Lionel Pavlo of New York. 29.695789 -91.213740 US-90 Atchafalaya River (Berwick Bay) Berwick and Morgan City St. Mary Parish, Louisiana Louisiana United States Metal Warren Bolt-Connected Through Truss Fixed 16 Cantilever 3 0 0 1977 0 American Bridge Company of New York, New York E. Lionel Pavlo of New York 0 1 617 188.06 17733 5405.02 68 20.73 https://historicbridges.org/louisiana/morgancitygrizzaffibridge/little_morgancitygrizzaffibridge_brg_0024_small.jpg https://historicbridges.org/louisiana/morgancitygrizzaffibridge/little_morgancitygrizzaffibridge_brg_0024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/morgancitygrizzaffibridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.695789,-91.213740
7276 Morgan City Railroad Bridge This swing bridge was later altered in the 1960s by the addition of a vertical lift span. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 29.692482 -91.212779 Railroad (BNSF) Atchafalaya River (Berwick Bay) Berwick and Morgan City St. Mary Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 10 1 Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 12 0 1908 1969 Phoenix Bridge Company of Phoenixville, Pennsylvania 7 7 270 82.3 1837 559.92 0 0 https://historicbridges.org/louisiana/morgancityrailroad/little_morgancityrailroad_brg_0501_small.jpg https://historicbridges.org/louisiana/morgancityrailroad/little_morgancityrailroad_brg_0501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/morgancityrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.692482,-91.212779
7277 Raceland Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.730727 -90.606955 Unnamed LA-308 to LA-1 and LA-182 Connector Bayou Lafourche Raceland Lafourche Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Concrete Slab Fixed 0 6 1968 0 Unknown Louisiana Highway Commission 5 4 75 22.86 195 59.44 25 7.62 https://historicbridges.org/louisiana/raceland182bridge/little_raceland182bridge_brg_7632_3_4vib_small.jpg https://historicbridges.org/louisiana/raceland182bridge/little_raceland182bridge_brg_7632_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/raceland182bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.730727,-90.606955
7278 Beaux Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by J. P. Ewin, Inc, of Mobile Alabama. The bridge was primarily designed by Louisiana Highway Commission. 30.275674 -91.897530 LA-336-1 (Bridge Street, Former LA-43) Bayou Teche Beaux Bridge St. Martin Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1951 0 J. P. Ewin, Inc, of Mobile Alabama Louisiana Highway Commission 6 6 65 19.81 281 85.65 24 7.32 https://historicbridges.org/louisiana/breauxbridge/little_breauxbridge_brg_3813_small.jpg https://historicbridges.org/louisiana/breauxbridge/little_breauxbridge_brg_3813.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/breauxbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.275674,-91.897530
7279 Broussard Road Bridge This bridge is one of a significant number of vertical lift bridges built in Louisiana from the 1930s through the 1960s. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 30.141821 -92.075999 LA-733 (Broussard Road) Bayou Vermilion (Vermilion River) Lafayette Lafayette Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Tower Drive 0 1 Metal Stringer (Multi-Beam) Fixed 0 7 1951 0 Unknown Louisiana Highway Commission 6 6 75 22.86 258 78.64 24 7.32 https://historicbridges.org/louisiana/vermillionriver/little_vermillion_brg_3768_69_70vib_small.jpg https://historicbridges.org/louisiana/vermillionriver/little_vermillion_brg_3768_69_70vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/vermillionriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.141821,-92.075999
7280 Jeanerette Bridge This is a standard plan pony truss swing bridge on a bayou with many surviving historic bridges. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal rivet-connected Polygonal Warren pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.914312 -91.662376 LA-671 (Lewis Street) Bayou Teche Jeanerette Iberia Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Pony Truss Movable: Swing Center Bearing Center Pier 16 1 Metal Stringer (Multi-Beam) Fixed 0 4 1944 0 Unknown Louisiana Highway Commission 6 6 204 62.18 294 89.61 24 7.32 https://historicbridges.org/louisiana/bayoutechela671bridge/little_bayoutechela671bridge_brg_1959_small.jpg https://historicbridges.org/louisiana/bayoutechela671bridge/little_bayoutechela671bridge_brg_1959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoutechela671bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.914312,-91.662376
7281 Des Allemands Bridge This is a small-scale highway swing bridge with a number of approach spans. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal stringer (multi-beam), movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 29.823700 -90.476344 LA-631 (Old US-90) Bayou Des Allemands Des Allemands St. Charles Parish, Louisiana and Lafourche Parish, Louisiana Louisiana United States Metal Stringer (Multi-Beam) Movable: Swing Center Bearing Center Pier 0 1 Metal Stringer (Multi-Beam) Fixed 0 9 1935 0 Unknown Louisiana Highway Commission 6 6 110 33.53 542 165.2 24 7.32 https://historicbridges.org/louisiana/bayoudesallemands/little_bayoudesallemands_brg_7482_small.jpg https://historicbridges.org/louisiana/bayoudesallemands/little_bayoudesallemands_brg_7482.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoudesallemands/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.823700,-90.476344
7282 St. Anthony Bridge Closed to traffic, this is an example of an unusual cable-stayed swing bridge design found in Louisiana. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal cable-stayed, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Unknown. 29.576111 -90.810329 Unnamed Road Bayou Black Rural Terrebonne Parish, Louisiana Louisiana United States Metal Cable-Stayed Movable: Swing Center Bearing Center Pier 0 1 0 0 1958 0 Unknown 6 6 104 31.7 126 38.4 14 4.27 https://historicbridges.org/louisiana/stanthonybridge/little_stanthonybridge_brg_8760_small.jpg https://historicbridges.org/louisiana/stanthonybridge/little_stanthonybridge_brg_8760.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/stanthonybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.576111,-90.810329
7283 Charenton Canal Railroad Bridge This railroad truss swing bridge appears to date to the mid-20th century. The technical description of the main or most noteworthy span of the bridge is a 207 ft (63.09 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 29.823190 -91.541037 Railroad (Union Pacific) Charenton Canal Baldwin St. Mary Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 8 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 4 5 207 63.09 360 109.73 0 0 https://historicbridges.org/louisiana/charentoncanalrailroadbridge/little_charentoncanalrailroadbridge_brg_1353_small.jpg https://historicbridges.org/louisiana/charentoncanalrailroadbridge/little_charentoncanalrailroadbridge_brg_1353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/charentoncanalrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.823190,-91.541037
7284 Washington Bridge Devon Bridge This magnificent bridge features an impressive deck truss bascule flanked by graceful concrete arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Pratt deck truss, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and T. Stuart and Sons of Watertown, Massachusetts. The bridge was primarily designed by J. A. L. Waddell. 41.200335 -73.110654 US-1 Housatonic River Milford New Haven County, Connecticut and Fairfield County, Connecticut Connecticut United States Metal Pratt Rivet-Connected Deck Truss Movable: Double Leaf Bascule Fixed Trunnion 10 1 Concrete Open Spandrel Deck Arch Fixed 0 9 1921 2006 Bethlehem Steel Company of Bethlehem, Pennsylvania and T. Stuart and Sons of Watertown, Massachusetts J. A. L. Waddell 8 9 183 55.78 877 267.31 48 14.63 https://historicbridges.org/connecticut/washingtonbridgemilford/little_washingtonbridgemilford_8800_1_2vib_small.jpg https://historicbridges.org/connecticut/washingtonbridgemilford/little_washingtonbridgemilford_8800_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/washingtonbridgemilford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.200335,-73.110654
7285 Middletown Railroad Bridge This is a large and impressive railroad swing bridge with a large approach system as well. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.566681 -72.647876 Railroad (Connecticut Central Railroad) Connecticut River and CT-9 Middletown Middlesex County, Connecticut Connecticut United States Metal Baltimore Rivet-Connected Through Truss Fixed 20 1 0 5 1910 0 American Bridge Company of New York, New York 8 8 300 91.44 1220 371.86 0 0 https://historicbridges.org/connecticut/middletownrailroadbridge/little_middletownrailroadbridge_0822_small.jpg https://historicbridges.org/connecticut/middletownrailroadbridge/little_middletownrailroadbridge_0822.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/middletownrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.566681,-72.647876
7286 Minortown Road Bridge Although modern beams have been added to carry the load of traffic, the remaining lenticular trusses themselves retain good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.577020 -73.175600 Minortown Road Nonewaug River Woodbury Litchfield County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 1890 1991 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 59 17.98 64 19.51 10.2 3.11 https://historicbridges.org/connecticut/minortownbridge/little_minortownbridge_9594_small.jpg https://historicbridges.org/connecticut/minortownbridge/little_minortownbridge_9594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/minortownbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.577020,-73.175600
7287 Washington Avenue Bridge This attractive and rare lenticular pony truss bridge no longer carries live loads due to a concrete structure added underneath. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut). 41.544217 -73.037940 Washington Avenue Mad River Waterbury New Haven County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Pony Truss Fixed 5 1 0 0 1881 0 Corrugated Metal Company of East Berlin, Connecticut (Berlin Iron Bridge Company of East Berlin, Connecticut) 9 9 64 19.51 70 21.34 23.3 7.1 https://historicbridges.org/connecticut/washingtonavenuelenticular/little_washingtonavenuelenticular_9984_small.jpg https://historicbridges.org/connecticut/washingtonavenuelenticular/little_washingtonavenuelenticular_9984.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/washingtonavenuelenticular/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.544217,-73.037940
7288 Main Street Bridge This is an extremely rare multi-span lenticular pony truss bridge, also noted for its surviving ornamentation. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Lenticular through truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.052194 -73.545714 Main Street Rippowam River Stamford Fairfield County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Through Truss Fixed 5 2 0 0 1888 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 61 18.59 123 37.49 33.8 10.3 https://historicbridges.org/connecticut/mainstreetbridgestamford/little_mainstreetbridgestamford_8011_small.jpg https://historicbridges.org/connecticut/mainstreetbridgestamford/little_mainstreetbridgestamford_8011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mainstreetbridgestamford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.052194,-73.545714
7289 Sheffield Street Bridge This rare lenticular pony truss bridge is abandoned but is noted for its roadway width and lack of alterations. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.597151 -73.047179 Sheffield Street Hancock Brook Waterbury New Haven County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 1884 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 53.2 16.22 56 17.07 18.4 5.61 https://historicbridges.org/connecticut/hancockbrookbridge/little_hancockbrookbridge_9963_small.jpg https://historicbridges.org/connecticut/hancockbrookbridge/little_hancockbrookbridge_9963.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/hancockbrookbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.597151,-73.047179
7290 Roosevelt Island Bridge Welfare Island Bridge This vertical lift bridge provides the only direct vehicular access to Roosevelt Island. The technical description of the main or most noteworthy span of the bridge is a 418 ft (127.41 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Harris Structural Steel Company of New York, New York and Moore-Lopier Corporation. The bridge was primarily designed by Knappen-Tippetts-Abbett-McCarthy of New York, New York. 40.763520 -73.945877 36th Avenue East River New York Manhattan, New York and Queens, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 12 1 Metal Stringer (Multi-Beam) Fixed 0 7 1955 2008 Harris Structural Steel Company of New York, New York and Moore-Lopier Corporation Knappen-Tippetts-Abbett-McCarthy of New York, New York 7 6 418 127.41 958 292 34 10.36 https://historicbridges.org/newyork/rooseveltislandbridge/little_6853484516_db5cb32df5_o_small.jpg https://historicbridges.org/newyork/rooseveltislandbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rooseveltislandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.763520,-73.945877
7291 Lullwater Bridge This unique bridge is noted for its extensive and beautiful cast iron ornamentation The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal (cast iron) deck arch, fixed. The bridge was primarily built by McKim, Mead, and White of New York, New York. 40.660649 -73.965892 Prospect Park Walkway Prospect Park Lake New York Brooklyn, New York New York United States Metal (Cast Iron) Deck Arch Fixed 0 1 0 0 1889 0 McKim, Mead, and White of New York, New York 9 9 60 18.29 60 18.29 0 0 https://historicbridges.org/newyork/pplullwaterbridge/little_pplullwaterbridge_9316_7_8vr_small.jpg https://historicbridges.org/newyork/pplullwaterbridge/little_pplullwaterbridge_9316_7_8vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pplullwaterbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.660649,-73.965892
7292 ! Old Saybrook - Old Lyme Railroad Bridge This bridge is one of the finest and earliest surviving Scherzer rolling lift bascule bridges and is complimented by a long series of pin-connected truss spans. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.310841 -72.348339 Railroad (Amtrak, Northeast Corridor, and Shore Line East) Connecticut River Old Lyme and Old Saybrook Middlesex County, Connecticut Connecticut United States Metal Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Baltimore Pin-Connected Through Truss 14 7 1907 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 8 158 48.16 1570 478.54 0 0 https://historicbridges.org/connecticut/oldlymerailroadbridge/little_oldlymerailroadbridge_2533_small.jpg https://historicbridges.org/connecticut/oldlymerailroadbridge/little_oldlymerailroadbridge_2533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/oldlymerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.310841,-72.348339
7293 Boston University Bridge Cottage Farm Bridge This is an iconic bridge which presents an attractive combination of steel and concrete span types. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal two-hinged Braced Ribbed through arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Andrew Canzanelli and Col. Lewis E. Moore. 42.352639 -71.110611 Brookline Street (MA-2) Charles River, Storrow Drive, and Railroad (MBTA) Boston and Cambridge Suffolk County, Massachusetts and Middlesex County, Massachusetts Massachusetts United States Metal Braced Ribbed Two-Hinged Through Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 6 1928 2011 Phoenix Bridge Company of Phoenixville, Pennsylvania Andrew Canzanelli and Col. Lewis E. Moore 8 8 170 51.82 724 220.68 40 12.19 https://historicbridges.org/massachusetts/bostonuniversitybridge/little_bostonuniversitybridge_3793_small.jpg https://historicbridges.org/massachusetts/bostonuniversitybridge/little_bostonuniversitybridge_3793.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bostonuniversitybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.352639,-71.110611
7294 North Station Railroad Bridge Originally four parallel skewed bascule spans, today there are only two, but it is still a unique historic bridge. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal rivet-connected Baltimore through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Keller and Harrington of Chicago, Illinois. 42.369038 -71.065317 Railroad (MBTA) Charles River Boston and Cambridge Suffolk County, Massachusetts and Middlesex County, Massachusetts Massachusetts United States Metal Baltimore Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1931 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Keller and Harrington of Chicago, Illinois 8 8 87 26.52 500 152.4 0 0 https://historicbridges.org/massachusetts/northstationcharlesriverbridges/little_northstationcharlesriverbridges_1550_small.jpg https://historicbridges.org/massachusetts/northstationcharlesriverbridges/little_northstationcharlesriverbridges_1550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/northstationcharlesriverbridges/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.369038,-71.065317
7295 Boston Public Garden Bridge Lagoon Bridge Although this spectacular bridge has modern beams added to carry live loads, it still displays the oldest known eyebar suspension system in the country. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal eyebar chain suspension, fixed. The bridge was primarily built by William G. Preston. 42.354125 -71.069925 Pedestrian Walkway Park Lagoon Boston Suffolk County, Massachusetts Massachusetts United States Metal Eyebar Chain Suspension Fixed 0 3 0 0 1867 1921 William G. Preston 10 10 50 15.24 100 30.48 0 0 https://historicbridges.org/massachusetts/bostonpublicgardenbridge/little_bostonpublicgardenbridge_0426_7_8vr_small.jpg https://historicbridges.org/massachusetts/bostonpublicgardenbridge/little_bostonpublicgardenbridge_0426_7_8vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/bostonpublicgardenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.354125,-71.069925
7296 Mattabesset River Bridge This long-abandoned lenticular truss bridge is located very close to where its famous bridge builder was based. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 41.617307 -72.711556 Sebethe Drive (Abandoned Section) Mattabesset River Cromwell Middlesex County, Connecticut and Hartford County, Connecticut Connecticut United States Metal Lenticular Pin-Connected Pony Truss Fixed 6 1 0 0 0 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 0 0 0 0 0 0 https://historicbridges.org/connecticut/mattabessetriverlenticular/little_ct-33m-01_small.jpg https://historicbridges.org/connecticut/mattabessetriverlenticular/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mattabessetriverlenticular/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.617307,-72.711556
7297 ! New Bedford - Fairhaven Bridge Fish Island Bridge This ornate through truss swing bridge has been rehabilitated and continues to carry heavy traffic and operate for boats. The technical description of the main or most noteworthy span of the bridge is a 289 ft (88.09 m) metal pin-connected Pratt through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). The bridge was primarily designed by William Fish Williams and George Fillmore Swain. 41.639147 -70.917830 US-6 Acushnet River (Middle Channel) New Bedford and Fairhaven Bristol County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Through Truss Fixed Rim Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 5 1896 1997 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) William Fish Williams and George Fillmore Swain 8 8 289 88.09 675 205.74 50 15.24 https://historicbridges.org/massachusetts/newbedfordfairhavenmiddlebridge/little_newbedfordfairhavenmiddlebridge_8292_3_4vib_small.jpg https://historicbridges.org/massachusetts/newbedfordfairhavenmiddlebridge/little_newbedfordfairhavenmiddlebridge_8292_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/newbedfordfairhavenmiddlebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.639147,-70.917830
7298 八幡橋 (Hachiman Bridge) (はちまんばし) 弾正橋 (Danjo Bridge) This is the oldest iron bridge in Japan and the only known surviving overseas example of a Whipple arch bowstring bridge. The technical description of the main or most noteworthy span of the bridge is a 47.5 ft (14.48 m) metal Bowstring pony truss, fixed. The bridge was primarily built by Akabane Plant of the Ministry of Engineering. The bridge was primarily designed by Squire Whipple and Shoichiro Matsumoto (松本荘一郎). 35.671873 139.800635 Pedestrian Walkway Pedestrian Walkway Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Bowstring Pony Truss Fixed 5 1 0 0 1878 1965 Akabane Plant of the Ministry of Engineering Squire Whipple and Shoichiro Matsumoto (松本荘一郎) 10 10 47.5 14.48 51.7 15.76 6.6 2.01 https://historicbridges.org/japan/hachimanbridge/little_hachimanbridge_brg_4746_small.jpg https://historicbridges.org/japan/hachimanbridge/little_hachimanbridge_brg_4746.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/hachimanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.671873,139.800635
7299 Patrick Street Bridge This large bridge is noted for its impressive main span and long series of approach spans of various span types. The technical description of the main or most noteworthy span of the bridge is a 436.4 ft (133.01 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 38.365731 -81.668896 US-60 (Patrick Street) Kanawha River and Various Roads Charleston Kanawha County, West Virginia West Virginia United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 Metal Pratt Rivet-Connected Deck Truss Fixed 7 26 1930 0 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 7 8 436.4 133.01 1769 539.19 40 12.19 https://historicbridges.org/wvirginia/patrick/little_rickmcomber-img_6711_small.jpg https://historicbridges.org/wvirginia/patrick/little_rickmcomber-img_6711.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/patrick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.365731,-81.668896
7300 Winfield Toll Bridge Ross Booth Memorial Bridge This is an increasingly rare example of a large-scale cantilever truss bridge in this region. The technical description of the main or most noteworthy span of the bridge is a 462 ft (140.82 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana and John F. Beasley Company of Muskogee, Oklahoma. The bridge was primarily designed by Harrington and Cortelyou. 38.535257 -81.898582 WV-34 Kanawha River, WV-62, and Railroad (Norfolk Southern) Winfield Putnam County, West Virginia West Virginia United States Metal Warren Rivet-Connected Through Truss Fixed 18 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 7 1955 2010 Vincennes Bridge Company of Vincennes, Indiana and John F. Beasley Company of Muskogee, Oklahoma Harrington and Cortelyou 6 8 462 140.82 1433.5 436.93 28 8.53 https://historicbridges.org/wvirginia/winfield/little_rickmcomber-awinfield_small.jpg https://historicbridges.org/wvirginia/winfield/little_rickmcomber-awinfield.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/winfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.535257,-81.898582
7301 Montgomery Bridge Earl M. Vickers Bridge This massive bridge is noted for the length of its simple steel truss span. The technical description of the main or most noteworthy span of the bridge is a 486 ft (148.13 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 38.182697 -81.316670 WV-6 Kanawha River, US-60, and WV-61 Smithers and Montgomery Fayette County, West Virginia and Kanawha County, West Virginia West Virginia United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 16 1 Metal Deck Girder Fixed 0 14 1956 0 Unknown 6 7 486 148.13 1665 507.49 28 8.53 https://historicbridges.org/wvirginia/earlvickers/little_img_6530_small.jpg https://historicbridges.org/wvirginia/earlvickers/little_img_6530.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/earlvickers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.182697,-81.316670
7302 Dunbar Toll Bridge Dunbar - South Charleston Bridge This is a good and increasingly rare example of a mid 20th century riveted cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 450 ft (137.16 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois. 38.355711 -81.736775 10th Street (CR-25/47) Kanawha River and US-60 Dunbar and South Charleston Kanawha County, West Virginia West Virginia United States Metal Warren Rivet-Connected Through Truss Fixed 18 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 6 1953 0 American Bridge Company of New York, New York Hazelet and Erdal of Chicago, Illinois 6 7 450 137.16 1383 421.54 28 8.53 https://historicbridges.org/wvirginia/dunbar/little_rickmcomber-img_6905_small.jpg https://historicbridges.org/wvirginia/dunbar/little_rickmcomber-img_6905.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/dunbar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.355711,-81.736775
7303 Tobin Bridge Maurice J. Tobin Memorial Bridge This enormous bridge is noted for its length, its double deck design, and its variety of spans. The technical description of the main or most noteworthy span of the bridge is a 800 ft (243.84 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 42.385007 -71.047360 US-1 Mystic River, Little Mystic Channel, and Various Roads Boston and Chelsea Suffolk County, Massachusetts Massachusetts United States Metal Warren Rivet-Connected Through Truss Fixed 22 Cantilever 3 Metal Warren Rivet-Connected Through Truss Fixed 12 0 1950 0 Bethlehem Steel Company of Bethlehem, Pennsylvania John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 7 7 800 243.84 11906 3628.95 36 10.97 https://historicbridges.org/massachusetts/tobin/little_15a_small.jpg https://historicbridges.org/massachusetts/tobin/little_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/tobin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.385007,-71.047360
7304 Bailey Island Bridge Cribstone Bridge Noted for its dry-laid stone substructure, this is reportedly the only known example in the world of a cribstone bridge, specially designed to allow tidal waters to pass through. The technical description of the main or most noteworthy span of the bridge is a 52.2 ft (15.91 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Llewellyn N. Edwards. 43.749389 -69.988534 ME-24 (Harpswell Islands Road) Will's Gut Harpswell Cumberland County, Maine Maine United States Concrete T-Beam Fixed 0 1 Stone Slab Fixed 0 78 1926 2010 Unknown Llewellyn N. Edwards 8 10 52.2 15.91 1167 355.7 18 5.49 https://historicbridges.org/maine/baileyisland/little_5_small.jpg https://historicbridges.org/maine/baileyisland/little_5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maine/baileyisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.749389,-69.988534
7305 Clark Hill Road Bridge Abandoned and severely deteriorated, this bridge is noted as one of the oldest stringer bridges in the state. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Charles H. Ball of East Windsor, Massachusetts. 42.430415 -72.920821 Clark Hill Road (Abandoned Section) Child's Brook Worthington Hampshire County, Massachusetts Massachusetts United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1896 0 Charles H. Ball of East Windsor, Massachusetts 6 6 0 0 0 0 0 0 https://historicbridges.org/massachusetts/clarkhillroadbridge/little_ma-10m-8_small.jpg https://historicbridges.org/massachusetts/clarkhillroadbridge/little_ma-10m-8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/clarkhillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.430415,-72.920821
7306 Cummington Ball Bridge Stage Road Bridge A rare Kingpost truss bridge, this is one of only three surviving examples of a Ball patented pipe truss bridge. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal Kingpost pony truss, fixed. The bridge was primarily built by Charles H. Ball of East Windsor, Massachusetts. 42.458367 -72.889302 Pedestrian Walkway Unnamed Drain Cummington Hampshire County, Massachusetts Massachusetts United States Metal Kingpost Pony Truss Fixed 2 1 0 0 1890 0 Charles H. Ball of East Windsor, Massachusetts 9 9 28 8.53 29 8.84 14 4.27 https://historicbridges.org/massachusetts/cummingtonballbridge/little_ma-07m-6_small.jpg https://historicbridges.org/massachusetts/cummingtonballbridge/little_ma-07m-6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/cummingtonballbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.458367,-72.889302
7307 Coleman Bridge This is one of only three surviving examples of a Ball patented pipe truss bridge. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) metal Queenpost pony truss, fixed. The bridge was primarily built by Charles H. Ball of East Windsor, Massachusetts. 42.532482 -72.992875 Windsor Bush Road Phelps Brook Windsor Berkshire County, Massachusetts Massachusetts United States Metal Queenpost Pony Truss Fixed 3 1 0 0 1894 0 Charles H. Ball of East Windsor, Massachusetts 8 8 31 9.45 31 9.45 12.7 3.87 https://historicbridges.org/massachusetts/colemanbridge/little_ma-08m-4_small.jpg https://historicbridges.org/massachusetts/colemanbridge/little_ma-08m-4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/colemanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.532482,-72.992875
7309 Black Creek Railway Bridge This is a rare and fairly large example of a stone arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a stone arch, fixed. The bridge was primarily built by Unknown. 43.643205 -79.960998 Railroad (Go (Kitchener Line), Former Grand Trunk Railway) Black Creek Halton Hills Halton Region, Ontario Ontario Canada Stone Arch Fixed 0 1 0 0 1854 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/blackcreekrail/little_20200808_170632_small.jpg https://historicbridges.org/ontario/blackcreekrail/little_20200808_170632.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blackcreekrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.643205,-79.960998
7310 Limehouse Railway Overpass This is an uncommon highway over railway riveted plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, fixed. 43.637170 -79.979587 Sideroad 22 (5th Line) (Go (Kitchener Line), Former Grand Trunk Railway) Halton Hills (Limehouse) Halton Region, Ontario Ontario Canada Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 2 0 0 5 5 40 12.19 97 29.57 0 0 https://historicbridges.org/ontario/limehouserailoverpass/little_20200808_163945_small.jpg https://historicbridges.org/ontario/limehouserailoverpass/little_20200808_163945.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/limehouserailoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.637170,-79.979587
7311 Silver Creek Railway Bridge This rare stone arch bridge has sadly been altered, but still retains some charm when viewed from the correct side. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.654704 -79.922877 Railroad (Go (Kitchener Line), Via Rail (Toronto-Sarnia Corridor), and Canadian National) Silver Creek Halton Hills (Georgetown) Halton Region, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 1853 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/ontario/georgetownsilvercreek/little_20200808_173217_small.jpg https://historicbridges.org/ontario/georgetownsilvercreek/little_20200808_173217.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/georgetownsilvercreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.654704,-79.922877
7312 Zetland Bridge This bridge is noted for its size, steel stringers, and retaining original ornamental railing. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.895601 -81.353462 CR-86 (Amberley Road) Maitland River North Huron and Morris-Turnberry Huron County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1963 0 Unknown 3 4 110 33.53 300 91.44 0 0 https://historicbridges.org/ontario/zetland/little_20200802_150105_small.jpg https://historicbridges.org/ontario/zetland/little_20200802_150105.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/zetland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.895601,-81.353462
7313 Twin Bridges This crossing is actually two separate bridges that are separated by only a tiny section of land. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.496189 -80.724222 Holland Syndenham Townline Walters Creek Meaford Grey County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/twinbridges/little_20200728_143610_small.jpg https://historicbridges.org/ontario/twinbridges/little_20200728_143610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/twinbridges/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.496189,-80.724222
7314 Lee Street Bridge This slender single span arch retains good historic integrity and was a product of Depression era relief programs. The technical description of the main or most noteworthy span of the bridge is a 234 ft (71.32 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 38.357939 -81.640829 Lee Street (US-60 East) Elk River Charleston Kanawha County, West Virginia West Virginia United States Metal Solid Ribbed Tied Through Arch Fixed 9 1 Metal Deck Girder Fixed 0 2 1939 2000 Unknown 6 7 234 71.32 426 129.84 38.4 11.7 https://historicbridges.org/wvirginia/leestreet/little_rickmcomber-img_6799_small.jpg https://historicbridges.org/wvirginia/leestreet/little_rickmcomber-img_6799.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/leestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.357939,-81.640829
7316 C&O Bridge Featuring a variety of span types and sizes, and a curved approach, this bridge is also noted for its large main span. The technical description of the main or most noteworthy span of the bridge is a 424 ft (129.24 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.362624 -81.662038 Railroad (Abandoned CSX) Kanawha River Charleston Kanawha County, West Virginia West Virginia United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 Metal Pratt Pin-Connected Through Truss Fixed 6 0 1907 0 American Bridge Company of New York, New York 8 8 424 129.24 4291 1307.9 0 0 https://historicbridges.org/wvirginia/cocharleston/little_westvirginia013_small.jpg https://historicbridges.org/wvirginia/cocharleston/little_westvirginia013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cocharleston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.362624,-81.662038
7317 LA-15 Bridge This classic riveted through truss has had its bracing badly damaged by overheight trucks. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 32.374060 -91.880819 LA-15 Boeuf River Rural Richland Parish, Louisiana Louisiana United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Concrete T-Beam Fixed 0 9 1939 0 Unknown Louisiana Highway Commission 6 6 160 48.77 493 150.27 24 7.32 https://historicbridges.org/louisiana/boeufriverla15bridge/little_img_boeufriverla15bridge_0868_small.jpg https://historicbridges.org/louisiana/boeufriverla15bridge/little_img_boeufriverla15bridge_0868.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/boeufriverla15bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.374060,-91.880819
7318 Miller's Bluff Bridge This large bridge is also noted for its camber that gives it a large overall arch over the river. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Allied Structural Steel Companies of Chicago, Illinois and Kansas City Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Louisiana Highway Commission. 32.892744 -93.820163 LA-2 Red River Hosston Bossier Parish, Louisiana and Caddo Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 5 Metal Stringer (Multi-Beam) Fixed 0 17 1955 1992 Allied Structural Steel Companies of Chicago, Illinois and Kansas City Bridge Company of Kansas City, Missouri Louisiana Highway Commission 6 6 360 109.73 3100 944.88 26.2 7.99 https://historicbridges.org/louisiana/redriverla2bridge/little_redriverla2bridge_brg_9966_small.jpg https://historicbridges.org/louisiana/redriverla2bridge/little_redriverla2bridge_brg_9966.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/redriverla2bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.892744,-93.820163
7319 ! Hebert Bridge LA-561 Bridge This is one of the longer surviving truss spans in the region, and appears to conform to the standard plan for a 320 foot bridge. The technical description of the main or most noteworthy span of the bridge is a 320 ft (97.54 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 32.182323 -91.977802 LA-561 (Old LA-1497) Boeuf River Rural (Hebert) Richland Parish, Louisiana and Caldwell Parish, Louisiana Louisiana United States Metal Parker Rivet-Connected Through Truss Fixed 11 1 Metal Stringer (Multi-Beam) Fixed 0 10 1952 0 Unknown Louisiana Highway Commission 6 7 320 97.54 724 220.68 20 6.1 https://historicbridges.org/louisiana/boeufriverla561bridge/little_img_boeufriverla561bridge_0866_small.jpg https://historicbridges.org/louisiana/boeufriverla561bridge/little_img_boeufriverla561bridge_0866.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/boeufriverla561bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.182323,-91.977802
7320 Buckner Bridge This riveted truss bridge was moved here to replace a previous swing bridge at this location which had itself been moved here many years ago. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Louisiana Highway Commission. 32.301520 -91.941292 LA-132 Boeuf River Rayville Richland Parish, Louisiana Louisiana United States Metal Camelback Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 13 1926 1966 Unknown Louisiana Highway Commission 6 6 140 42.67 391 119.18 18 5.49 https://historicbridges.org/louisiana/boeufriverla132bridge/little_boeufriverla132bridge_brg_3294_small.jpg https://historicbridges.org/louisiana/boeufriverla132bridge/little_boeufriverla132bridge_brg_3294.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/boeufriverla132bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.301520,-91.941292
7321 Georgetown Railway Bridge This high level bridge is noted for its unusually enormous stone piers that are wide enough for three tracks. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal deck girder, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 43.659395 -79.900009 Railroad (Go (Kitchener Line), Via Rail (Toronto-Sarnia Corridor), and Canadian National) West Branch Credit River Halton Hills (Georgetown) Halton Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 8 0 0 0 2010 Canadian Bridge Company of Walkerville, Ontario 6 7 105 32 842 256.64 0 0 https://historicbridges.org/ontario/georgetownhighlevel/little_20200808_181046_small.jpg https://historicbridges.org/ontario/georgetownhighlevel/little_20200808_181046.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/georgetownhighlevel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.659395,-79.900009
7322 Stewarttown Railway Bridge This riveted high level plate girder bridge rests on handsome stone piers. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.622111 -79.931906 Railroad (Via Rail (Toronto-Sarnia Corridor), and Canadian National) Black Creek Halton Hills Halton Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 6 0 0 0 0 Unknown 6 6 100 30.48 665 202.69 0 0 https://historicbridges.org/ontario/stewarttownhighlevelcrossing/little_20200808_191539_small.jpg https://historicbridges.org/ontario/stewarttownhighlevelcrossing/little_20200808_191539.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/stewarttownhighlevelcrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622111,-79.931906
7323 Old Vicksburg Bridge This beautiful bridge is among the finest historic bridges on the Mississippi River, yet it has been sadly closed off to the public. The technical description of the main or most noteworthy span of the bridge is a 825 ft (251.46 m) metal cantilever pin-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Harrington, Howard, and Ash of Kansas City, Missouri. 32.314450 -90.904695 Abandoned US-80 Alignment and Railroad (Kansas City Southern) Mississippi River Vicksburg Warren County, Mississippi and Madison Parish, Louisiana Mississippi and Louisiana United States Metal Baltimore Pin-Connected Through Truss Fixed 26 Cantilever 3 Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 0 1930 0 American Bridge Company of New York, New York Harrington, Howard, and Ash of Kansas City, Missouri 8 9 825 251.46 8546 2604.82 0 0 https://historicbridges.org/mississippi/vicksburgbridge/little_vicksburgbridge_brg_3759_small.jpg https://historicbridges.org/mississippi/vicksburgbridge/little_vicksburgbridge_brg_3759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/vicksburgbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.314450,-90.904695
7324 Vicksburg I-20 Bridge This bridge is to young to be of any notable historic significance, but is included as a comparison to the nearby Old Vicksburg Bridge. The technical description of the main or most noteworthy span of the bridge is a 870 ft (265.18 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Allied Structural Steel Company of Chicago, Illinois. The bridge was primarily designed by E. Lionel Pavlo of New York. 32.313445 -90.904867 I-20 and US-80 Mississippi River Vicksburg Warren County, Mississippi and Madison Parish, Louisiana Mississippi United States Metal Warren Bolt-Connected Through Truss Fixed 0 3 Metal Warren Bolt-Connected Through Truss Fixed 0 0 1973 0 Allied Structural Steel Company of Chicago, Illinois E. Lionel Pavlo of New York 3 2 870 265.18 11052 3368.65 60.7 18.5 https://historicbridges.org/mississippi/vicksburgi20bridge/little_vicksburgi20bridge_brg_3678_small.jpg https://historicbridges.org/mississippi/vicksburgi20bridge/little_vicksburgi20bridge_brg_3678.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/vicksburgi20bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.313445,-90.904867
7325 Keesler Bridge This nicely detailed swing bridge forms a stunning gateway for downtown Greenwood. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal rivet-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Riley-Bailey Construction Company of St. Louis, Missouri. 33.521719 -90.184199 Grand Boulevard (Fulton Street) Yazoo River Greenwood Leflore County, Mississippi Mississippi United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Concrete T-Beam Fixed 0 12 1925 2003 Riley-Bailey Construction Company of St. Louis, Missouri 7 9 290 88.39 709 216.1 25 7.62 https://historicbridges.org/mississippi/greenwoodswingbridge/little_greenwoodswingbridge_brg_5070_1_2vib_small.jpg https://historicbridges.org/mississippi/greenwoodswingbridge/little_greenwoodswingbridge_brg_5070_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/greenwoodswingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.521719,-90.184199
7326 Hinman Bridge This mid 20th century through truss bridge supports four lanes of traffic plus sidewalks with ornamental railing. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 33.519081 -90.203672 US-82 (11th Street) Yazoo River Greenwood Leflore County, Mississippi Mississippi United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Concrete T-Beam Fixed 0 13 1954 0 American Bridge Company of New York, New York 5 6 180 54.86 794 242.01 0 0 https://historicbridges.org/mississippi/greenwoodhinmanbridge/little_greenwoodhinmanbridge_brg_5505_6_7vib_small.jpg https://historicbridges.org/mississippi/greenwoodhinmanbridge/little_greenwoodhinmanbridge_brg_5505_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/greenwoodhinmanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.519081,-90.203672
7327 ! Bude Bridge This is a rare small-scale two-span continuous through truss unit, which also includes a series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 31.440446 -90.855764 US-98 Homochitto River Bude Franklin County, Mississippi Mississippi United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 Continuous 2 Metal Stringer (Multi-Beam) Fixed 0 9 1951 0 Unknown 6 7 170 51.82 692 210.92 26 7.92 https://historicbridges.org/mississippi/budebridge/little_budebridge_brg_9402_small.jpg https://historicbridges.org/mississippi/budebridge/little_budebridge_brg_9402.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/budebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.440446,-90.855764
7328 Bridgeport Road Bridge This lightweight Parker through truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 162 ft (49.38 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 31.845942 -90.092927 Bridgeport Road Strong River Rural Simpson County, Mississippi Mississippi United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 0 0 0 0 Unknown 7 7 162 49.38 0 0 0 0 https://historicbridges.org/mississippi/bridgeportroadbridge/little_bridgeportroadbridge_brg_7596_7_8vr_small.jpg https://historicbridges.org/mississippi/bridgeportroadbridge/little_bridgeportroadbridge_brg_7596_7_8vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/bridgeportroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.845942,-90.092927
7329 Byram Swinging Bridge This is a large swinging style suspension bridge with riveted, latticed, and laced suspension towers and it has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Schuster and Jacob of Fayette, Mississippi. 32.176661 -90.243447 Pedestrian Walkway (Swinging Bridge Road) Pearl River Byram Hinds County, Mississippi and Rankin County, Mississippi Mississippi United States Metal Swinging Wire Cable Suspension Fixed 0 3 0 0 1905 0 Unknown Schuster and Jacob of Fayette, Mississippi 7 9 200 60.96 360 109.73 20 6.1 https://historicbridges.org/mississippi/byramswingingbridge/little_img_byramswingingbridge_0917_small.jpg https://historicbridges.org/mississippi/byramswingingbridge/little_img_byramswingingbridge_0917.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/byramswingingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.176661,-90.243447
7330 Eddiceton Bridge Featuring a rare combination of pin-connected Pratt and Camelback truss spans, this formerly public bridge is still used by traffic as part of a privately owned camp. The technical description of the main or most noteworthy span of the bridge is a 186 ft (56.69 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 31.493106 -90.789377 Burris Road Homochitto River Rural Franklin County, Mississippi Mississippi United States Metal Camelback Pin-Connected Through Truss Fixed 10 1 Metal Pratt Pin-Connected Through Truss Fixed 8 0 0 0 Unknown 7 8 186 56.69 488.7 148.96 14 4.27 https://historicbridges.org/mississippi/eddicetonbridge/little_img_eddicetonbridge_0999_small.jpg https://historicbridges.org/mississippi/eddicetonbridge/little_img_eddicetonbridge_0999.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/eddicetonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.493106,-90.789377
7331 Gatesville Bridge This bridge is an rare surviving pin-connected Pennsylvania highway truss, and it has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Converse Bridge Company of Chattanooga, Tennessee. 31.996355 -90.223868 Gatesville Road (Abandoned Alignment) Pearl River Rural Copiah County, Mississippi and Simpson County, Mississippi Mississippi United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 1 1908 0 Converse Bridge Company of Chattanooga, Tennessee 8 8 240 73.15 417 127.1 13 3.96 https://historicbridges.org/mississippi/gatesvillebridge/little_gatesvillebridge_brg_6327_8_9vib_small.jpg https://historicbridges.org/mississippi/gatesvillebridge/little_gatesvillebridge_brg_6327_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/gatesvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.996355,-90.223868
7332 Homochitto River Railroad Bridge This multi-span railroad through truss has a number of bolted alterations but still is an attractive bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 31.502705 -90.777893 Railroad (Natchez Railway) Homochitto River Rural Franklin County, Mississippi Mississippi United States Metal Warren Rivet-Connected Through Truss Fixed 4 4 0 0 1906 0 Unknown 6 6 100 30.48 565 172.21 0 0 https://historicbridges.org/mississippi/homochittoriverrailroadbridge/little_homochittoriverrailroadbridge_brg_9222_3_4vib_small.jpg https://historicbridges.org/mississippi/homochittoriverrailroadbridge/little_homochittoriverrailroadbridge_brg_9222_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/homochittoriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.502705,-90.777893
7333 Louisville Avenue Bridge Lea Joyner Bridge This spectacular bascule bridge is noted for its bridgetender houses and also for its deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal Variable Depth deck girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana and Stevens Brothers of St. Paul, Minnesota. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Louisiana Highway Commission. 32.505626 -92.125426 Louisville Avenue (US-80, and LA-15) Ouachita River Monroe Ouachita Parish, Louisiana Louisiana United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Strauss Trunnion 0 1 Metal Warren Rivet-Connected Deck Truss Fixed 10 15 1936 2013 Vincennes Bridge Company of Vincennes, Indiana and Stevens Brothers of St. Paul, Minnesota Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Louisiana Highway Commission 8 8 160 48.77 1170 356.62 40 12.19 https://historicbridges.org/louisiana/monroelouisvilleavenuebridge/little_monroelouisvilleavenuebridge_brg_2676_small.jpg https://historicbridges.org/louisiana/monroelouisvilleavenuebridge/little_monroelouisvilleavenuebridge_brg_2676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/monroelouisvilleavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.505626,-92.125426
7334 Huron Line Driveway Bridge This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.669458 -83.362011 Private Drive Huron Line Drain Rural Huron County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 20 6.1 20 6.1 15 4.57 https://historicbridges.org/michigan/huronlineroad/little_rickmcomber_huronline_small.jpg https://historicbridges.org/michigan/huronlineroad/little_rickmcomber_huronline.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huronlineroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.669458,-83.362011
7335 Rescue Road Columbia Drain Bridge This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.712827 -83.371613 Rescue Road Columbia Drain Rural Huron County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1927 0 Unknown 3 3 28 8.53 30 9.14 24 7.32 https://historicbridges.org/michigan/huronrescue/little_rickmcomber_img_5004_small.jpg https://historicbridges.org/michigan/huronrescue/little_rickmcomber_img_5004.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/huronrescue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.712827,-83.371613
7336 McAlpin Road Driveway Bridge 1 This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.698914 -83.333788 Private Drive McAlpin Road Drain Rural Huron County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 26 7.92 28 8.53 15 4.57 https://historicbridges.org/michigan/mcalpin1/little_rickmcomber_mcalpinrd1_small.jpg https://historicbridges.org/michigan/mcalpin1/little_rickmcomber_mcalpinrd1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.698914,-83.333788
7337 McAlpin Road Driveway Bridge 2 This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.698980 -83.328754 Private Drive McAlpin Road Drain Rural Huron County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 26 7.92 28 8.53 15 4.57 https://historicbridges.org/michigan/mcalpin2/little_rickmcomber_img_5060_small.jpg https://historicbridges.org/michigan/mcalpin2/little_rickmcomber_img_5060.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.698980,-83.328754
7338 McAlpin Road Driveway Bridge 3 This is one of a number of steel stringer bridges in Huron County noted for their lattice railing. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.699022 -83.323848 Private Drive McAlpin Road Drain Rural Huron County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 26 7.92 28 8.53 15 4.57 https://historicbridges.org/michigan/mcalpin3/little_rickmcomber_img_5077_small.jpg https://historicbridges.org/michigan/mcalpin3/little_rickmcomber_img_5077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mcalpin3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.699022,-83.323848
7340 Pine Street Bridge This is one of the only known surviving examples of a Whipple deck truss in the country and may have been built by the Boston Bridge Works. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Whipple (Double-Intersection Pratt) deck truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts (Possible Builder). 41.711570 -72.202629 Pine Street Willimantic River Willimantic Windham County, Connecticut Connecticut United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Deck Truss Fixed 8 1 Metal Warren (No Verticals) Rivet-Connected Deck Truss Fixed 0 2 1880 0 Boston Bridge Works of Boston, Massachusetts (Possible Builder) 9 9 0 0 0 0 0 0 https://historicbridges.org/connecticut/pinestreetbridge/little_dsc_1697_small.jpg https://historicbridges.org/connecticut/pinestreetbridge/little_dsc_1697.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/pinestreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.711570,-72.202629
7341 Rockwood Railway Bridge This multi-span high level deck plate girder bridge is supported by handsome stone piers. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.621306 -80.141361 Railroad (Go (Kitchener Line), Former Grand Trunk Railway) Eramosa River Guelph/Eramosa Township (Rockwood) Wellington County, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/gtrrockwood/little_20200813_180920_small.jpg https://historicbridges.org/ontario/gtrrockwood/little_20200813_180920.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gtrrockwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.621306,-80.141361
7342 Rockwood Richardson Creek Railway Bridge Hidden away on this railway line is this pristine example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.622035 -80.135529 Railroad (Go (Kitchener Line), Former Grand Trunk Railway) Rockwood Richardson Guelph/Eramosa Township (Rockwood) Wellington County, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/gtrrichardsoncreekarch/little_20200813_184412_small.jpg https://historicbridges.org/ontario/gtrrichardsoncreekarch/little_20200813_184412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gtrrichardsoncreekarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622035,-80.135529
7343 Fallbrook Farm Bridge Fallbrook Farm Culvert This tiny bridge is a rare surviving example of a stone arch highway bridge in Ontario, and it has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.691009 -79.969836 Sideroad 27 Silver Creek Halton Hills Halton Region, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 8 0 0 0 0 0 0 https://historicbridges.org/ontario/fallbrookfarm/little_20200810_185947_small.jpg https://historicbridges.org/ontario/fallbrookfarm/little_20200810_185947.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fallbrookfarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.691009,-79.969836
7344 Texas Street Bridge Long-Allen Bridge This truly unique bridge is noted for its K-truss cantilever configuration, and is the only such bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 520 ft (158.5 m) metal cantilever rivet-connected K-Truss through truss, fixed. The bridge was primarily built by Weatherly Construction Company of Kansas City, Missouri and Virginia Bridge Company of Roanoke, Virginia. 32.518001 -93.742535 Texas Street (US-79 and US-80) Red River Bossier City and Shreveport Bossier Parish, Louisiana and Caddo Parish, Louisiana Louisiana United States Metal K-Truss Rivet-Connected Through Truss Fixed 20 Cantilever 3 Metal K-Truss Rivet-Connected Deck T-Beam Fixed 0 42 1933 2019 Weatherly Construction Company of Kansas City, Missouri and Virginia Bridge Company of Roanoke, Virginia 9 9 520 158.5 2982 908.91 40 12.19 https://historicbridges.org/louisiana/shreveportbridgetexasstreet/little_shreveportbridgetexasstreet_brg_1764_small.jpg https://historicbridges.org/louisiana/shreveportbridgetexasstreet/little_shreveportbridgetexasstreet_brg_1764.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/shreveportbridgetexasstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.518001,-93.742535
7345 Monroe Railroad Bridge This large truss bridge has a variety of span types and ages, and has a complex history. The technical description of the main or most noteworthy span of the bridge is a 295 ft (89.92 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by A. M. Blodgett of Kansas City, Missouri. The bridge was primarily designed by C. Shaler Smith (1882 Substructure). 32.501371 -92.120113 Railroad (Kansas City Southern) Ouachita River Monroe Ouachita Parish, Louisiana Louisiana United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 9 3 1907 0 A. M. Blodgett of Kansas City, Missouri C. Shaler Smith (1882 Substructure) 7 8 295 89.92 915 278.89 0 0 https://historicbridges.org/louisiana/monroerailroadbridge/little_img_monroerailroadbridge_0860_small.jpg https://historicbridges.org/louisiana/monroerailroadbridge/little_img_monroerailroadbridge_0860.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/monroerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.501371,-92.120113
7346 Shreveport Railroad Bridge North Located in the heart of the city is this large truss bridge that continues to carry heavy freight trains. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 32.514672 -93.741317 Railroad (Kansas City Southern) Red River Bossier City and Shreveport Bossier Parish, Louisiana and Caddo Parish, Louisiana Louisiana United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Parker Pin-Connected Through Truss Fixed 9 8 1916 0 Unknown 7 7 300 91.44 1364 415.75 0 0 https://historicbridges.org/louisiana/shreveportrailroadbridgenorth/little_shreveportrailroadbridgenorth_brg_1152_small.jpg https://historicbridges.org/louisiana/shreveportrailroadbridgenorth/little_shreveportrailroadbridgenorth_brg_1152.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/shreveportrailroadbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.514672,-93.741317
7347 Caddo Lake Bridge Mooringsport Bridge Although the counterweights and cables have been removed, this bridge remains a rare and early example of a Waddell vertical lift bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, movable: vertical lift. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 32.696121 -93.957772 Pedestrian Walkway (Old LA-538 Alignment) Caddo Lake Mooringsport Caddo Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Pony Truss Movable: Vertical Lift 6 1 Metal Warren Rivet-Connected Pony Truss Fixed 5 6 1914 0 Midland Bridge Company of Kansas City, Missouri Waddell and Harrington of Kansas City, Missouri 8 9 95 28.96 575 175.26 0 0 https://historicbridges.org/louisiana/caddolakebridge/little_img_caddolakebridge_0834_small.jpg https://historicbridges.org/louisiana/caddolakebridge/little_img_caddolakebridge_0834.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/caddolakebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.696121,-93.957772
7348 Shreveport Railroad Bridge South This swing truss bridge is complimented by a series of fixed through truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. The bridge was primarily designed by Julius Schaub of Chicago, Illinois. 32.509400 -93.724529 Railroad (Union Pacific) Red River Bossier City and Shreveport Bossier Parish, Louisiana and Caddo Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pennsylvania Multiple-Type-Connected Through Truss Fixed 8 8 1907 0 Unknown Julius Schaub of Chicago, Illinois 7 7 300 91.44 1370 417.58 0 0 https://historicbridges.org/louisiana/shreveportrailroadbridgesouth/little_img_shreveportrailroadbridgesouth_0856_small.jpg https://historicbridges.org/louisiana/shreveportrailroadbridgesouth/little_img_shreveportrailroadbridgesouth_0856.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/shreveportrailroadbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.509400,-93.724529
7350 Jimmie Davis Bridge This bridge is a late example of a metal truss bridge, but is noted for its large 300 foot spans. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by O. L. Sims Company of Louisiana. 32.458828 -93.679127 Jimmie Davis Highway (LA-511) Red River, Clyde Fant Memorial Parkway, and Arthur Ray Teague Parkway Bossier City and Shreveport Bossier Parish, Louisiana and Caddo Parish, Louisiana Louisiana United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 12 3 Metal Deck Girder Fixed 0 13 1968 0 O. L. Sims Company of Louisiana 6 6 400 121.92 2823 860.45 30.2 9.2 https://historicbridges.org/louisiana/jimmiedavisbridge/little_jimmiedavisbridge_brg_2058b_small.jpg https://historicbridges.org/louisiana/jimmiedavisbridge/little_jimmiedavisbridge_brg_2058b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/jimmiedavisbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.458828,-93.679127
7351 Longfellow Bridge Cambridge Bridge, Salt and Pepper Shaker Bridge Featuring immensely ornate architectural details, this monumental bridge has been beautifully restored. The technical description of the main or most noteworthy span of the bridge is a 243 ft (74.07 m) metal two-hinged Solid Ribbed deck arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by William Jackson and Edmund M. Wheelwright. 42.361506 -71.075348 MA-3 (Cambridge Street, Main Street) and Railroad (MBTA, Red Line) Charles River, MA-3 and MA-28 Boston and Cambridge Suffolk County, Massachusetts and Middlesex County, Massachusetts Massachusetts United States Metal Solid Ribbed Two-Hinged Deck Arch Fixed 0 11 Metal Stringer (Multi-Beam) Fixed 0 2 1907 2018 Phoenix Bridge Company of Phoenixville, Pennsylvania William Jackson and Edmund M. Wheelwright 8 9 243 74.07 2135 650.75 90.6 27.61 https://historicbridges.org/massachusetts/longfellowbridge/little_longfellowbridge_2404_small.jpg https://historicbridges.org/massachusetts/longfellowbridge/little_longfellowbridge_2404.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/longfellowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.361506,-71.075348
7352 Sabine River Railroad Bridge Erected in 1905, this unique bridge includes a span made from four truss lines of an older Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected arch, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York. 30.740731 -93.618735 Railroad (Timber Rock Railroad) Sabine River Rural Beauregard Parish, Louisiana and Newton County, Texas Louisiana and Texas United States Metal Rivet-Connected Arch Movable: Swing Rim Bearing Center Pier 0 1 Metal Whipple Pin-Connected Through Truss Fixed 11 0 1905 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York 8 9 215 65.53 2243 683.67 0 0 https://historicbridges.org/louisiana/sabineriverrailroadbridge/little_sabineriverrailroadbridge_brg_8424_5_6vib_small.jpg https://historicbridges.org/louisiana/sabineriverrailroadbridge/little_sabineriverrailroadbridge_brg_8424_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/sabineriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.740731,-93.618735
7353 ! Deweyville Bridge This rare variable depth deck plate girder swing bridge is slated for demolition and replacement! The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal Variable Depth deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia and Forcum-James Company of Dyersburg, Tennessee and Baton Rouge, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. 30.303802 -93.743670 LA-12 and TX-12 Sabine River Deweyville Newton County, Texas and Calcasieu Parish, Louisiana Louisiana and Texas United States Metal Variable Depth Deck Girder Movable: Swing Center Bearing Center Pier 0 1 Concrete T-Beam Fixed 0 4 1938 0 Virginia Bridge and Iron Company of Roanoke, Virginia and Forcum-James Company of Dyersburg, Tennessee and Baton Rouge, Louisiana Louisiana Highway Commission 6 7 160 48.77 327 99.67 24 7.32 https://historicbridges.org/louisiana/deweyville/little_deweyville_brg_7332_3_4vib_small.jpg https://historicbridges.org/louisiana/deweyville/little_deweyville_brg_7332_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/deweyville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.303802,-93.743670
7354 Burr's Ferry Bridge The bridge features a large central main span, flanked by a single smaller Parker truss on either side, plus numerous concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by William Horace Williams Company of New Orleans, Louisiana. The bridge was primarily designed by Louisiana Highway Commission. 31.064365 -93.519451 TX-63 and LA-8 (Nolan Trace) Sabine River Rural Newton County, Texas and Vernon Parish, Louisiana Texas and Louisiana United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 Metal Parker Rivet-Connected Through Truss Fixed 7 36 1937 0 William Horace Williams Company of New Orleans, Louisiana Louisiana Highway Commission 6 8 250 76.2 1882 573.63 23.6 7.19 https://historicbridges.org/louisiana/burrsferrybridge/little_burrsferrybridge_brg_9141_2_3vib_small.jpg https://historicbridges.org/louisiana/burrsferrybridge/little_burrsferrybridge_brg_9141_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/burrsferrybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.064365,-93.519451
7355 Calcasieu River Railroad Bridge This bridge features a 1907 swing truss span, but other spans on this bridge date to 1966. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 30.238184 -93.246920 Railroad (Union Pacific) Calcasieu River Lake Charles and Westlake Calcasieu Parish, Louisiana Louisiana United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 7 6 1907 1966 Unknown 6 5 225 68.58 590 179.83 0 0 https://historicbridges.org/louisiana/lakecharlesrailroad/little_lakecharlesrailroad_brg_6999_7000_7001vib_small.jpg https://historicbridges.org/louisiana/lakecharlesrailroad/little_lakecharlesrailroad_brg_6999_7000_7001vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/lakecharlesrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.238184,-93.246920
7357 Bayou Tigre Bridge This noteworthy 1926 swing span was relocated and reused at this location in 1960. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by Louisiana Highway Commission. 29.917514 -91.998481 LA-330 Bayou Tigre Rural Vermilion Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 8 1 Concrete Slab Fixed 0 8 1926 1960 Vincennes Bridge Company of Vincennes, Indiana Louisiana Highway Commission 6 6 160 48.77 323 98.45 18 5.49 https://historicbridges.org/louisiana/bayoutigrela330bridge/little_bayoutigrela330bridge_brg_2718_small.jpg https://historicbridges.org/louisiana/bayoutigrela330bridge/little_bayoutigrela330bridge_brg_2718.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayoutigrela330bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.917514,-91.998481
7358 Delcambre Canal Railroad Bridge This is an early surviving and small scale example of a railroad vertical lift bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, movable: vertical lift, Span Drive. The bridge was primarily built by American Bridge Company of New York, New York. 29.950693 -91.983067 Railroad (Louisiana and Delta Railroad) Delcambre Canal (Bayou Carlin) Delcambre Iberia Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Vertical Lift Span Drive 0 1 Metal Deck Girder Fixed 0 2 1910 0 American Bridge Company of New York, New York 7 7 50 15.24 100 30.48 0 0 https://historicbridges.org/louisiana/delcambrecanalbridge/little_delcambrecanalbridge_brg_2454_5_6vib_small.jpg https://historicbridges.org/louisiana/delcambrecanalbridge/little_delcambrecanalbridge_brg_2454_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/delcambrecanalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.950693,-91.983067
7359 LA-1 Southbound Bridge This vertical lift bridge had its towers removed so only the lift through truss span remains. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. 30.293187 -91.238399 LA-1 Southbound Bayou Plaquemine Plaquemine Iberville Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 6 1 0 10 1950 0 Unknown 6 6 150 45.72 459 139.9 28 8.53 https://historicbridges.org/louisiana/bayouplaqueminehighwaybridge/little_bayouplaqueminehighwaybridge_brg_4344_5_6vib_small.jpg https://historicbridges.org/louisiana/bayouplaqueminehighwaybridge/little_bayouplaqueminehighwaybridge_brg_4344_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouplaqueminehighwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.293187,-91.238399
7360 Bayou Plaquemine Railroad Bridge This is a rare example of a Strauss heel-trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 30.293060 -91.238586 Railroad (Union Pacific) Bayou Plaquemine Plaquemine Iberville Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Fixed Heel Trunnion 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 1921 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 140 42.67 0 0 0 0 https://historicbridges.org/louisiana/bayouplaqueminerailroadbridge/little_bayouplaqueminerailroadbridge_brg_4281_2_3vr_small.jpg https://historicbridges.org/louisiana/bayouplaqueminerailroadbridge/little_bayouplaqueminerailroadbridge_brg_4281_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/bayouplaqueminerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.293060,-91.238586
7361 Sarto Bridge Sarto Old Iron Bridge This is one of the oldest highway swing bridges surviving in the state. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) metal multiple-type-connected Queenpost through truss, movable: swing. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 31.073883 -91.792640 Pedestrian Walkway Bayou des Glaises Big Bend Avoyelles Parish, Louisiana Louisiana United States Metal Queenpost Multiple-Type-Connected Through Truss Movable: Swing 0 1 0 0 1916 2011 Austin Bridge Company of Dallas, Texas 7 9 127 38.71 275 83.82 0 0 https://historicbridges.org/louisiana/sartobridge/little_sartobridge_brg_1515_6_7vib_small.jpg https://historicbridges.org/louisiana/sartobridge/little_sartobridge_brg_1515_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/sartobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.073883,-91.792640
7362 Simmesport Railroad Bridge This large railroad truss swing bridge once carried highway traffic on a shared deck. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by Harrington and Cortelyou. 30.981605 -91.797737 Railroad (Kansas City Southern) Atchafalaya River Simmesport Avoyelles Parish, Louisiana and Pointe Coupee Parish, Louisiana Louisiana United States Metal Baltimore Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 12 1 Metal Baltimore Rivet-Connected Through Truss Fixed 12 0 1928 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin Harrington and Cortelyou 7 8 300 91.44 2170 661.42 0 0 https://historicbridges.org/louisiana/simmesportrailroadbridge/little_simmesportrailroadbridge_brg_1239_40_41vib_small.jpg https://historicbridges.org/louisiana/simmesportrailroadbridge/little_simmesportrailroadbridge_brg_1239_40_41vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/simmesportrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.981605,-91.797737
7363 Melville Railroad Bridge Famous engineer Ralph Modjeski was the chief engineer for the design of this large truss bridge featuring a lift span. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Warren through truss, movable: vertical lift, Tower Drive. The bridge was primarily built by Unknown. The bridge was primarily designed by Ralph Modjeski. 30.690791 -91.734523 Railroad (Union Pacific) Atchafalaya River Melville St. Landry Parish, Louisiana and Pointe Coupee Parish, Louisiana Louisiana United States Metal Warren Rivet-Connected Through Truss Movable: Vertical Lift Tower Drive 6 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 0 1929 0 Unknown Ralph Modjeski 7 7 180 54.86 3932 1198.47 0 0 https://historicbridges.org/louisiana/melvillebridge/little_melvillebridge_brg_1896_small.jpg https://historicbridges.org/louisiana/melvillebridge/little_melvillebridge_brg_1896.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/melvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.690791,-91.734523
7364 Melville Pipeline Bridge This is a highly unusual example of a very long-span pipeline bridge and it features unusual design. The technical description of the main or most noteworthy span of the bridge is a 2000 ft (609.6 m) metal wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Matthews and Kenan of San Antonio, Texas. 30.709222 -91.736039 Pipeline Atchafalaya River Melville St. Landry Parish, Louisiana and Pointe Coupee Parish, Louisiana Louisiana United States Metal Wire Cable Suspension Fixed 0 3 0 0 1951 0 American Bridge Company of New York, New York Matthews and Kenan of San Antonio, Texas 6 6 2000 609.6 3667 1117.7 0 0 https://historicbridges.org/louisiana/melvillepipelinebridge/little_melvillepipelinebridge_brg_1668_69_70vr_small.jpg https://historicbridges.org/louisiana/melvillepipelinebridge/little_melvillepipelinebridge_brg_1668_69_70vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/melvillepipelinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.709222,-91.736039
7365 Yellow Bayou Railroad Bridge This is a traditionally composed example of a mid-20th century through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 29.698346 -91.373627 Railroad (BNSF) Yellow Bayou Rural St. Mary Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 3 0 2 1941 0 American Bridge Company of New York, New York 6 6 400 121.92 1350 411.48 0 0 https://historicbridges.org/louisiana/yellowbayou/little_yellowbayourailroadbridge_brg_0918_small.jpg https://historicbridges.org/louisiana/yellowbayou/little_yellowbayourailroadbridge_brg_0918.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/yellowbayou/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.698346,-91.373627
7366 Maestri Bridge Watson-Williams Bridge, Pontchartrain Bridge, Five Mile Bridge This extremely long bridge is so long that it includes two bascule spans, which is very unusual. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal deck girder, movable: bascule. The bridge was primarily built by Ford, Bacon, and Davis. The bridge was primarily designed by Modjeski and Masters. 30.203964 -89.834790 US-11 (Pontchartrain Drive) Lake Pontchartrain New Orleans Orleans Parish, Louisiana and St. Tammany Parish, Louisiana Louisiana United States Metal Deck Girder Movable: Bascule 0 2 Concrete Curved T-Beam Movable: Double Leaf Bascule 0 700 1928 2019 Ford, Bacon, and Davis Modjeski and Masters 7 8 150 45.72 24923 7596.53 30 9.14 https://historicbridges.org/louisiana/maestribridge/little_maestribridge_brg_3768_small.jpg https://historicbridges.org/louisiana/maestribridge/little_maestribridge_brg_3768.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/maestribridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.203964,-89.834790
7367 Chef Menteur Pass Railroad Bridge This railroad through truss swing bridge is flanked by a fixed through truss span at each end. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 30.064405 -89.800439 Railroad (CSX) Chef Menteur Pass New Orleans Orleans Parish, Louisiana Louisiana United States Metal Camelback Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 10 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 0 1925 0 Mount Vernon Bridge Company of Mount Vernon, Ohio 6 7 275 83.82 1130 344.42 0 0 https://historicbridges.org/louisiana/chefmenteurpassrailroadbridge/little_chefmenteurpassrailroadbridge_brg_4669_70_71vib_small.jpg https://historicbridges.org/louisiana/chefmenteurpassrailroadbridge/little_chefmenteurpassrailroadbridge_brg_4669_70_71vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/chefmenteurpassrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.064405,-89.800439
7368 Rigolets Pass Railroad Bridge This bridge features a swing through span flanked by four fixed through truss spans on each side plus some smaller approach spans. The technical description of the main or most noteworthy span of the bridge is a 415 ft (126.49 m) metal rivet-connected Polygonal Warren through truss, fixed, Rim Bearing Center Pier. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York. 30.155212 -89.630793 Railroad (CSX) The Rigolets New Orleans Orleans Parish, Louisiana and St. Tammany Parish, Louisiana Louisiana United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed Rim Bearing Center Pier 16 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 0 1925 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas and American Bridge Company of New York, New York 6 7 415 126.49 4555 1388.36 0 0 https://historicbridges.org/louisiana/rigoletspassbridge/little_rigoletspassbridge_brg_3444_5_6vib_small.jpg https://historicbridges.org/louisiana/rigoletspassbridge/little_rigoletspassbridge_brg_3444_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=louisiana/rigoletspassbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.155212,-89.630793
7369 Jefferson Railroad Bridge This is an extremely rare example of a Howe railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Howe through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 32.755907 -94.342399 Railroad (Kansas City Southern) (Abandoned Alignment) Big Cypress Bayou Jefferson Marion County, Texas Texas United States Metal Howe Pin-Connected Through Truss Fixed 5 1 Wood Slab Fixed 0 0 1897 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 8 8 130 39.62 0 0 0 0 https://historicbridges.org/texas/jeffersontexasrailroadbridge/little_jeffersontexasrailroadbridge_brg_9696_7_8vib_small.jpg https://historicbridges.org/texas/jeffersontexasrailroadbridge/little_jeffersontexasrailroadbridge_brg_9696_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jeffersontexasrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.755907,-94.342399
7370 Lucien Bridge This traditional pin-connected truss bridge was closed to traffic and more recently had its deck burned off by vandals. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.511455 -90.666604 Stewart Road McCall Creek Rural Franklin County, Mississippi Mississippi United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 Wood Stringer (Multi-Beam) Fixed 0 7 0 0 Unknown 7 7 152 46.33 414 126.19 15.7 4.79 https://historicbridges.org/mississippi/lucienbridge/little_lucienbridge_brg_7926_7_8vib_small.jpg https://historicbridges.org/mississippi/lucienbridge/little_lucienbridge_brg_7926_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/lucienbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.511455,-90.666604
7371 Louis S. Poindexter Memorial Bridge Although a late example of a metal truss bridge, this bridge remains noteworthy for its uncommon continuous truss arrangement. The technical description of the main or most noteworthy span of the bridge is a 179.6 ft (54.74 m) metal continuous bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by O. J. Stanton and Company of Greenwood, Mississippi. The bridge was primarily designed by Maxwell T. Huff. 33.397188 -90.272140 CR-511 Yazoo River Rural Leflore County, Mississippi Mississippi United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 0 Continuous 3 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 7 1967 0 O. J. Stanton and Company of Greenwood, Mississippi Maxwell T. Huff 4 6 179.6 54.74 667.7 203.51 28 8.53 https://historicbridges.org/mississippi/yazoorivercr511bridge/little_yazoorivercr511bridge_brg_4815_small.jpg https://historicbridges.org/mississippi/yazoorivercr511bridge/little_yazoorivercr511bridge_brg_4815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/yazoorivercr511bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.397188,-90.272140
7372 Ras Case Road Bridge Bypassed and abandoned, this bridge is composed of two spans of slightly different proportions. The technical description of the main or most noteworthy span of the bridge is a 131.6 ft (40.11 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.705021 -90.200129 Ras Case Road (Abandoned Alignment) Bahala Creek Rural Lawrence County, Mississippi Mississippi United States Metal Pratt Bolt-Connected Through Truss Fixed 7 2 0 0 1909 0 Unknown 6 7 131.6 40.11 232 70.71 0 0 https://historicbridges.org/mississippi/rascaseroadbridge/little_img_rascaseroadbridge_0971_small.jpg https://historicbridges.org/mississippi/rascaseroadbridge/little_img_rascaseroadbridge_0971.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/rascaseroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.705021,-90.200129
7373 Nebo Road Bridge This bridge has been abandoned, and some changes in the stream appear have resulted in the bridge's bottom chord being in the water often. The technical description of the main or most noteworthy span of the bridge is a 101.7 ft (31 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 33.332847 -89.949346 Nebo Road (CR-144) Abiaca Creek Rural Carroll County, Mississippi Mississippi United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 6 7 101.7 31 115.5 35.2 12 3.66 https://historicbridges.org/mississippi/neboroadbridge/little_neboroadbridge_brg_5757_8_9vr_small.jpg https://historicbridges.org/mississippi/neboroadbridge/little_neboroadbridge_brg_5757_8_9vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/neboroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.332847,-89.949346
7374 Morgan Fork Creek Railroad Bridge This traditional railroad through truss bridge has a number of bolted repairs and member replacements. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 31.511740 -90.982199 Railroad (Natchez Railway) Morgan Fork Creek and Kirby Road Rural Franklin County, Mississippi Mississippi United States Metal Warren Rivet-Connected Through Truss Fixed 4 2 Metal Stringer (Multi-Beam) Fixed 0 0 1906 0 Unknown 6 6 100 30.48 450 137.16 0 0 https://historicbridges.org/mississippi/morganforkcreekrailroadbridge/little_img_morganforkcreekrailroadbridge_1014_small.jpg https://historicbridges.org/mississippi/morganforkcreekrailroadbridge/little_img_morganforkcreekrailroadbridge_1014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/morganforkcreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.511740,-90.982199
7375 Homochitto River Railroad Bridge This traditional railroad through truss bridge has a number of bolted repairs and member replacements. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 31.482997 -90.914612 Railroad (Natchez Railway) Homochitto River Rural Franklin County, Mississippi Mississippi United States Metal Warren Rivet-Connected Through Truss Fixed 0 3 0 0 1906 0 Unknown 6 6 100 30.48 450 137.16 0 0 https://historicbridges.org/mississippi/middleforkcreekrailroadbridge/little_img_middleforkcreekrailroadbridge_1010_small.jpg https://historicbridges.org/mississippi/middleforkcreekrailroadbridge/little_img_middleforkcreekrailroadbridge_1010.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/middleforkcreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.482997,-90.914612
7376 Main Street Railroad Overpass This railroad overpass is noted for its Art Deco style details. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete slab, fixed. The bridge was primarily built by Unknown. 33.512224 -90.178926 Railroad (Canadian National) Main Street (Old US-49E) Greenwood Leflore County, Mississippi Mississippi United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 4 4 38 11.58 105 32 0 0 https://historicbridges.org/mississippi/greenwoodrailroadoverpass/little_greenwoodrailroadoverpass_brg_4890b_small.jpg https://historicbridges.org/mississippi/greenwoodrailroadoverpass/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=mississippi/greenwoodrailroadoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.512224,-90.178926
7377 Pont Ferroviaire de Terrebonne (Terrebonne Railway Bridge) This is a good looking Pratt through truss railway bridge of decent size. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.692850 -73.621490 Railroad (Quebec Gatineau Railway) Rivière des Mille Îles Terrebonne and Laval Lanaudière, Québec and Laval, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 4 0 0 0 0 Unknown 7 7 155 47.24 630 192.02 0 0 https://historicbridges.org/quebec/terrebonne/little_terrebonne_7289_90_91raa_small.jpg https://historicbridges.org/quebec/terrebonne/little_terrebonne_7289_90_91raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/terrebonne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.692850,-73.621490
7378 Pont Ferroviaire Laurier Nord (Laurier Railway Bridge North) This is one of two long, multi-span railway truss bridges that carry the railway over the river via Île Bourdon. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.712470 -73.487230 Railroad (Canadian National, Via Rail, exo5) Rivière des Prairies (North Channel) Charlemagne and Repentigny Lanaudière, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 5 7 Metal Through Girder Fixed 0 2 1904 0 Unknown 7 7 140 42.67 1123 342.29 0 0 https://historicbridges.org/quebec/charlemagnenorth/little_charlemagnenorth_6890_1_2vaa_small.jpg https://historicbridges.org/quebec/charlemagnenorth/little_charlemagnenorth_6890_1_2vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/charlemagnenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.712470,-73.487230
7379 Pont Ferroviaire Laurier Sud (Laurier Railway Bridge South) This is one of two long, multi-span railway truss bridges that carry the railway over the river via Île Bourdon. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 45.703185 -73.485620 Railroad (Canadian National, Via Rail, exo5) Rivière des Prairies (South Channel) Montréal and Repentigny Montréal, Québec and Lanaudière, Québec Québec Canada Metal Parker Rivet-Connected Through Truss Fixed 7 1 Metal Pratt Rivet-Connected Through Truss Fixed 5 10 1904 0 Unknown 7 7 200 60.96 1417 431.9 0 0 https://historicbridges.org/quebec/charlemagnesouth/little_charlemagnesouth_7082_3_4raa_small.jpg https://historicbridges.org/quebec/charlemagnesouth/little_charlemagnesouth_7082_3_4raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/charlemagnesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.703185,-73.485620
7380 Pont de la Rue Sorel (Sorel Street Bridge) This is a classic pony truss bridge noted for its laced endposts. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.906520 -72.794130 Rue des Sorel (2E Rang, Petit Rang des Sorel) Rivière David Saint-Guillaume Centre-du-Québec, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 55 16.76 55 16.76 0 0 https://historicbridges.org/quebec/rangpetitdessorel/little_rangpetitdessorel_2507aa_small.jpg https://historicbridges.org/quebec/rangpetitdessorel/little_rangpetitdessorel_2507aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rangpetitdessorel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.906520,-72.794130
7381 Pont de la Rivière Péribonka 1 (Péribonka River Bridge 1) This is one of two pony truss bridges that can be found on this road, which leads on and off a small island in the river. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 48.744400 -71.861620 Chemin de l'Île du Repos Rivière Péribonka (Channel) Sainte-Monique Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1924 0 Dominion Bridge Company of Montréal, Québec 6 6 90 27.43 90 27.43 0 0 https://historicbridges.org/quebec/stemonique1/little_stemonique1_8987aa_small.jpg https://historicbridges.org/quebec/stemonique1/little_stemonique1_8987aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemonique1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.744400,-71.861620
7382 Pont de la Rivière Péribonka 2 (Péribonka River Bridge 2) This is one of two pony truss bridges that can be found on this road, which leads on and off a small island in the river. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 48.744842 -71.863437 Chemin de l'Île du Repos Rivière Péribonka (Channel) Sainte-Monique Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 1 1924 0 Dominion Bridge Company of Montréal, Québec 6 6 80 24.38 135 41.15 0 0 https://historicbridges.org/quebec/stemonique2/little_stemonique2_8813_4_5raa_small.jpg https://historicbridges.org/quebec/stemonique2/little_stemonique2_8813_4_5raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stemonique2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.744842,-71.863437
7383 L Pont des Chars (Chars Bridge) Although the swing span of this bridge was destroyed by a boat, the two fixed through truss approach spans remain and have heritage value. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Hyacinthe Beauchemin of Sorel, Québec. 46.038339 -73.116286 Railroad (Abandoned Canadian National) Rivière Richelieu Sorel-Tracy Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Rivet-Connected 5 0 1896 0 Hyacinthe Beauchemin of Sorel, Québec 7 7 235 71.63 500 152.4 0 0 https://historicbridges.org/quebec/sorelrail/little_sorelrail_3368_69_70raa_small.jpg https://historicbridges.org/quebec/sorelrail/little_sorelrail_3368_69_70raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sorelrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.038339,-73.116286
7384 Pont Larocque (Larocque Bridge) One of two vertical lift bridges built on this canal, this one is unique for its combined highway and railway deck. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.226090 -74.114670 QC-132, QC-202 and Railroad (CSX) Canal de Beauharnois Salaberry-de-Valleyfield Montérégie, Québec Québec Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 1 Metal Deck Girder Fixed 0 0 1957 0 Dominion Bridge Company of Montréal, Québec 6 6 210 64.01 3159 962.86 0 0 https://historicbridges.org/quebec/valleyfieldlift/little_valleyfieldlift_7133aa_small.jpg https://historicbridges.org/quebec/valleyfieldlift/little_valleyfieldlift_7133aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/valleyfieldlift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.226090,-74.114670
7385 Pont Saint-Louis-de-Gonzague (Saint-Louis-de-Gonzague Bridge) One of two vertical lift bridges built on this canal. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.232619 -74.002967 Rue du Pont, Boulevard Pie-XII Canal de Beauharnois Saint-Louis-de-Gonzague Montérégie, Québec Québec Canada Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 1 Metal Deck Girder Fixed 0 29 1957 0 Dominion Bridge Company of Montréal, Québec 6 6 220 67.06 3182 969.87 0 0 https://historicbridges.org/quebec/sainttimotheelift/little_sainttimotheelift_8447aa_small.jpg https://historicbridges.org/quebec/sainttimotheelift/little_sainttimotheelift_8447aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainttimotheelift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.232619,-74.002967
7386 Pont de St Côme Linière (St Côme Linière Bridge) This attractive centerpiece for the town has been rehabilitated for continued vehicular use, preserving this important heritage bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 46.059400 -70.527460 Rue du Pont Rivière du Loup Saint-Côme-Linière Chaudiére-Appalaches, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 0 2019 Unknown 6 7 160 48.77 163 49.68 0 0 https://historicbridges.org/quebec/stcomeliniere/little_stcomeliniere_6173aa_small.jpg https://historicbridges.org/quebec/stcomeliniere/little_stcomeliniere_6173aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stcomeliniere/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.059400,-70.527460
7387 Pont Pierre-Laporte (Pierre Laporte Bridge) This bridge pales in significance next to the famous Pont de Québec it parallels, however it is notable as the longest suspension span in Canada. The technical description of the main or most noteworthy span of the bridge is a 2190 ft (667.51 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Parsons Brinckerhoff of New York, New York and Demers, Vaudry, Gronquist. 46.745488 -71.290591 Autoroute 73 (Autoroute Robert-Cliche) St. Lawrence River (Fleuve Saint-Laurent) Québec City and Lévis Capitale-Nationale, Québec and Chaudiére-Appalaches, Québec Québec Canada Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 Concrete Stringer (Multi-Beam) Fixed 0 7 1970 0 Unknown Parsons Brinckerhoff of New York, New York and Demers, Vaudry, Gronquist 6 6 2190 667.51 4461 1359.71 0 0 https://historicbridges.org/quebec/pontpierrelaporte/little_pontpierrelaporte_1370aa_small.jpg https://historicbridges.org/quebec/pontpierrelaporte/little_pontpierrelaporte_1370aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontpierrelaporte/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.745488,-71.290591
7388 Pont Masson (Masson Bridge) This bridge displays a wide roadway and other details that are typical of a mid 20th century truss bridge. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by B and H Metal Industries of Montréal, Québec. 46.296880 -72.911870 Route du Pont Masson Rivière du Loup Yamachiche Mauricie, Québec Québec Canada Metal Pratt Bolt-Connected Through Truss Fixed 7 1 0 0 1955 0 B and H Metal Industries of Montréal, Québec 4 5 145 44.2 145 44.2 0 0 https://historicbridges.org/quebec/pontmasson/little_pontmasson_5657aa_small.jpg https://historicbridges.org/quebec/pontmasson/little_pontmasson_5657aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontmasson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.296880,-72.911870
7389 Pont de la Rivière Chibouet (Chibouet River Bridge) This riveted pony truss and the road it served both appear to have been abandoned and turned over to private ownership. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.708590 -72.739440 Private Drive Rivière Chibouet Sainte-Hélène-de-Bagot Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 55 16.76 55 16.76 0 0 https://historicbridges.org/quebec/2erangs_private/little_2erangs_private_2333aa_small.jpg https://historicbridges.org/quebec/2erangs_private/little_2erangs_private_2333aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/2erangs_private/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.708590,-72.739440
7390 Pont de la Gare de Cap-Saint-Ignace (Cap-Saint-Ignace Station Bridge) This through truss bridge is noted for its Baltimore truss configuration. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 47.035910 -70.425520 Route des Quatre Chemins Rivière Bras Saint-Nicolas Cap-Saint-Ignace Chaudiére-Appalaches, Québec Québec Canada Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 7 7 115 35.05 150 45.72 0 0 https://historicbridges.org/quebec/capstignacestation/little_capstignacestation_8486aa_small.jpg https://historicbridges.org/quebec/capstignacestation/little_capstignacestation_8486aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/capstignacestation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.035910,-70.425520
7391 Pont Chemin Cardin (Cardin Road Bridge) This riveted pony truss and the road it carries has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.784400 -72.869420 Chemin Cardin Rivière Chibouet Saint-Hugues Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/quebec/chemincardin/little_chemincardin_2357aa_small.jpg https://historicbridges.org/quebec/chemincardin/little_chemincardin_2357aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chemincardin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.784400,-72.869420
7392 Pont Ferroviaire de Saint-Hyacinthe (Saint-Hyacinthe Railway Bridge) This traditional double-track railroad through truss bridge is located in the heart of the city. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.629630 -72.940450 Railroad (Via-Rail) Rivière Yamaska Saint-Hyacinthe Montérégie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 2 0 0 Unknown 6 6 170 51.82 375 114.3 0 0 https://historicbridges.org/quebec/sainthyacinthe/little_sainthyacinthe_1697aa_small.jpg https://historicbridges.org/quebec/sainthyacinthe/little_sainthyacinthe_1697aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainthyacinthe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.629630,-72.940450
7393 Pont de la Rivière de la Fourche (Rivière de la Fourche Bridge) Despite some bolted alterations, this bridge still retains its heritage and charm. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 46.673106 -70.559614 Rang de la Fourche Rivière de la Fourche Armagh Chaudiére-Appalaches, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/quebec/rangdelafourche/little_rangdelafourche_8084aa_small.jpg https://historicbridges.org/quebec/rangdelafourche/little_rangdelafourche_8084aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/rangdelafourche/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.673106,-70.559614
7394 Pont Harper (Harper Bridge) This is a traditional riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.500160 -70.731700 Route du Pont-Harper Rivière Etchemin Saint-Malachie Chaudiére-Appalaches, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 6 6 155 47.24 155 47.24 0 0 https://historicbridges.org/quebec/pontharper/little_pontharper_8042aa_small.jpg https://historicbridges.org/quebec/pontharper/little_pontharper_8042aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontharper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.500160,-70.731700
7395 Pont Chemin de Nicolet Falls (Chemin de Nicolet Falls Bridge) Pont de Petit-Nicolet (Petit-Nicolet Bridge) This classic riveted through truss has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 168 ft (51.21 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.791770 -71.981220 Chemin de Nicolet Falls Rivière Nicolet Sud-Ouest Danville Estrie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 168 51.21 170 51.82 0 0 https://historicbridges.org/quebec/chemindenicoletfalls/little_chemindenicoletfalls_5234_5_6raa_small.jpg https://historicbridges.org/quebec/chemindenicoletfalls/little_chemindenicoletfalls_5234_5_6raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chemindenicoletfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.791770,-71.981220
7396 Pont de la Rivière Delisle (Rivière Delisle Railway Bridge) This small riveted through truss railway bridge sits right next to a public road and is easy to view. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.274600 -74.245870 Railroad (Via-Rail, Alexandria Subdivision) Rivière Delisle Les Coteaux Montérégie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 115 35.05 115 35.05 0 0 https://historicbridges.org/quebec/coteaulanding/little_coteaulanding_5993aa_small.jpg https://historicbridges.org/quebec/coteaulanding/little_coteaulanding_5993aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/coteaulanding/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.274600,-74.245870
7397 Pont Ferroviaire de Upton (Upton Railway Bridge) This bridge is an uncommon variation of a Warren truss with an "X" panel in the center. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. 45.648550 -72.692800 Railroad Rivière Noire Upton Montérégie, Québec Québec Canada Metal Modified Warren Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 175 53.34 175 53.34 0 0 https://historicbridges.org/quebec/uptonthrough/little_uptonthrough_1796aa_small.jpg https://historicbridges.org/quebec/uptonthrough/little_uptonthrough_1796aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/uptonthrough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.648550,-72.692800
7398 Pont Ferroviaire de la Rivière Noire (Rivière Noire Railway Bridge) This bridge has two deck truss spans of differing size and design details. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.649109 -72.676297 Railroad Rivière Noire Upton Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Warren Rivet-Connected Deck Truss Fixed 0 1 0 0 Unknown 6 6 160 48.77 240 73.15 12 3.66 https://historicbridges.org/quebec/uptondeck/little_uptondeck_1955_6_7vaa_small.jpg https://historicbridges.org/quebec/uptondeck/little_uptondeck_1955_6_7vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/uptondeck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.649109,-72.676297
7399 Pont Scott (Scott Bridge) This two span riveted pony truss bridge adds beauty and heritage to the surrounding parks and trails. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Eastern Canada Steel and Iron Works of Montréal, Québec. 46.809290 -71.255910 Avenue du Pont Scott Rivière Saint-Charles Québec City Capitale-Nationale, Québec Québec Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 2 0 0 1929 0 Eastern Canada Steel and Iron Works of Montréal, Québec 6 7 90 27.43 180 54.86 0 0 https://historicbridges.org/quebec/pontscott/little_pontscott_4313aa_small.jpg https://historicbridges.org/quebec/pontscott/little_pontscott_4313aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontscott/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.809290,-71.255910
7400 L Pont Lavigueur (Lavigueur Bridge) Pont Bickell (Bickell Bridge), Pont Stadacona (Stadacona Bridge) This former bascule bridge has had all of its bascule-related machinery and structure removed, but still retains significance as a riveted through truss. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 46.821836 -71.239407 Rue de la Pointe-aux-Lièvres Rivière Saint-Charles Québec City Capitale-Nationale, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 6 1 Metal Warren Rivet-Connected Through Truss Fixed 6 2 1916 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 6 6 85 25.91 195 59.44 23 7.01 https://historicbridges.org/quebec/pontlavigueur/little_zimg_20190707_152711_small.jpg https://historicbridges.org/quebec/pontlavigueur/little_zimg_20190707_152711.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontlavigueur/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.821836,-71.239407
7401 Pont Ferroviaire de la Rivière Saint-Charles (St. Charles River Railway Bridge) This is a heavy duty swing truss bridge that no longer operates for boats. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal rivet-connected Warren through truss, fixed, Center Pier. The bridge was primarily built by Unknown. 46.821410 -71.215960 Railroad (Via-Rail) Rivière Saint-Charles Québec City Capitale-Nationale, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Fixed Center Pier 8 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 185 56.39 475 144.78 0 0 https://historicbridges.org/quebec/saintcharlesrail/little_saintcharlesrail_0224aa_small.jpg https://historicbridges.org/quebec/saintcharlesrail/little_saintcharlesrail_0224aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintcharlesrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.821410,-71.215960
7402 Pont Ferroviaire de Levis (Levis Railway Bridge) This railway bridge has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.759600 -71.227550 Railroad (Rail-Trail) Rivière Etchemin Levis Chaudiére-Appalaches, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 170 51.82 0 0 0 0 https://historicbridges.org/quebec/levis/little_levis_1901aa_small.jpg https://historicbridges.org/quebec/levis/little_levis_1901aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/levis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.759600,-71.227550
7403 Pont Ferroviaire de Saint-Léonard-d'Aston (Saint-Léonard-d'Aston Railway Bridge) This is an impressive high level railway deck truss that sits on handsome stone piers. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.102660 -72.372450 Railroad Rivière Nicolet and Rue Ouellet Saint-Léonard-d'Aston Centre-du-Québec, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 7 2 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 170 51.82 804 245.06 0 0 https://historicbridges.org/quebec/saintleonarddaston/little_saintleonarddaston_4397aa_small.jpg https://historicbridges.org/quebec/saintleonarddaston/little_saintleonarddaston_4397aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintleonarddaston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.102660,-72.372450
7404 Pont Ferroviaire de la Rivière Richelieu (Rivière Richelieu Railway Bridge) This long railway bridge has an unusual appearance since half of the river spans are trusses and the other half are plate girders. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.439573 -73.255636 Railroad (Abandoned Canadian National, Montreal and Southern Counties Railway) Rivière Richelieu Chambly and Richelieu Montérégie, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 12 4 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 100 30.48 952 290.17 0 0 https://historicbridges.org/quebec/chamblyrichelieurail/little_chamblyrichelieu_0476_7_8vaa_small.jpg https://historicbridges.org/quebec/chamblyrichelieurail/little_chamblyrichelieu_0476_7_8vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblyrichelieurail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.439573,-73.255636
7405 Pont Yule (Yule Bridge) This bridge is noted for its graceful arched riveted deck girders The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal continuous deck girder, fixed. The bridge was primarily built by Unknown. 45.441813 -73.256768 QC-112 (Boulevard de Périgny) Rivière Richelieu Chambly and Richelieu Montérégie, Québec Québec Canada Metal Deck Girder Fixed 0 Continuous 7 0 0 1956 0 Unknown 5 5 125 38.1 830 252.98 0 0 https://historicbridges.org/quebec/chamblyrichelieu/little_chamblyrichelieu_0230_1_2vaa_small.jpg https://historicbridges.org/quebec/chamblyrichelieu/little_chamblyrichelieu_0230_1_2vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chamblyrichelieu/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.441813,-73.256768
7406 Pont Ferroviaire du Canadien Pacifique (Canadian Pacific Railway Bridge) This railway bridge is noted for its large, heavy duty truss spans which carry a double-track deck. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 45.404330 -73.955980 Railroad (Canadian Pacific) Ottawa River (Rivière des Outaouais) and Canal de Sainte-Anne-de-Bellevue Sainte-Anne-de-Bellevue and L'Île-Perrot Montréal, Québec and Montérégie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Pratt Rivet-Connected Through Truss Fixed 6 14 0 0 Unknown 7 7 225 68.58 1370 417.58 0 0 https://historicbridges.org/quebec/sainteannedebellevue/little_sainteannedebellevue_5816aa_small.jpg https://historicbridges.org/quebec/sainteannedebellevue/little_sainteannedebellevue_5816aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/sainteannedebellevue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.404330,-73.955980
7407 Pont Jean-Florian Grenon (Jean-Florian Grenon Bridge) This large high level deck truss bridge has been paired with a modern bridge next to it, forming a one-way couplet of bridges. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 48.574074 -71.632134 QC-169 La Grande Décharge Alma Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 12 Continuous 3 Metal Deck Girder Fixed 0 0 1928 1945 Unknown 7 9 275 83.82 1100 335.28 0 0 https://historicbridges.org/quebec/almahighway/little_almahighway_8336_7_8vaa_small.jpg https://historicbridges.org/quebec/almahighway/little_almahighway_8336_7_8vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/almahighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.574074,-71.632134
7408 Pont du Barrage de la Duke Price Power Company (Duke Price Power Company Dam Bridge) This bridge serves highway traffic as an access to a dam, but the details of the bridge suggest it was designed to handle railway traffic. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 48.575260 -71.636440 Chemin du Barrage La Grande Décharge Alma Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Warren Rivet-Connected Through Truss Fixed 4 2 1926 0 Canadian Bridge Company of Walkerville, Ontario 6 7 220 67.06 400 121.92 0 0 https://historicbridges.org/quebec/almathrutruss/little_almathrutruss_8228_29_30vaa_small.jpg https://historicbridges.org/quebec/almathrutruss/little_almathrutruss_8228_29_30vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/almathrutruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.575260,-71.636440
7409 Pont de la Rivière à l'Ours (Bear River Bridge) This very unusual bridge appears to have been altered and redesigned extensively to serve as a pedestrian bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 48.642940 -72.390920 Rue du Flambeau (Pedestrian Walkway) Rivière à l'Ours Saint-Felicien Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/quebec/saintfelicien/little_saintfelicien_9269aa_small.jpg https://historicbridges.org/quebec/saintfelicien/little_saintfelicien_9269aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintfelicien/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.642940,-72.390920
7410 Pont Ferroviaire de la Rivière à l'Ours (Bear River Railway Bridge) This is a traditionally composed example of a deck plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 48.644088 -72.390608 Railroad Rivière à l'Ours Saint-Felicien Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/quebec/saintfelicienrail/little_saintfelicienrail_9104_5_6raa_small.jpg https://historicbridges.org/quebec/saintfelicienrail/little_saintfelicienrail_9104_5_6raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/saintfelicienrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.644088,-72.390608
7411 Pont Ferroviaire de Jonquière (Jonquière Railway Bridge) This is a traditionally composed example of a railway deck truss bridge, with altered approach spans. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 48.413135 -71.257271 Railroad (Via-Rail) Rivière aux Sables Saguenay (Jonquière) Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 12 2 Metal Deck Girder Fixed 0 1 0 0 Unknown 6 7 110 33.53 285 86.87 0 0 https://historicbridges.org/quebec/jonquiere/little_jonquiere_7667_8_9vaa_small.jpg https://historicbridges.org/quebec/jonquiere/little_jonquiere_7667_8_9vaa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/jonquiere/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.413135,-71.257271
7412 Pont Ferroviaire de Chicoutimi (Chicoutimi Railway Bridge) This classic railway through truss bridge now serves pedestrians on a trail. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt through t-beam, fixed. The bridge was primarily built by Unknown. 48.425400 -71.078150 Railroad (Rail-Trail) Rivière Chicoutimi Saguenay (Chicoutimi) Saguenay-Lac-Saint-Jean, Québec Québec Canada Metal Pratt Rivet-Connected Through T-Beam Fixed 7 1 0 0 0 0 Unknown 6 6 165 50.29 0 0 0 0 https://historicbridges.org/quebec/chicoutimirail/little_chicoutimirail_6629aa_small.jpg https://historicbridges.org/quebec/chicoutimirail/little_chicoutimirail_6629aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/chicoutimirail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.425400,-71.078150
7413 Pont du Vieux Belle Rivière (Old Belle River Bridge) Long abandoned and deteriorated, this is a regionally uncommon example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 48.412330 -71.703190 QC-169 (Rang Caron) (Abandoned Alignment) Belle Rivière Hébertville Saguenay-Lac-Saint-Jean, Québec Québec Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/quebec/hebertvilleconcrete/little_hebertvilleconcrete_8159aa_small.jpg https://historicbridges.org/quebec/hebertvilleconcrete/little_hebertvilleconcrete_8159aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/hebertvilleconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.412330,-71.703190
7414 Pont Ferroviaire de la Rivière des Anglais (English River Railway Bridge) This former railway bridge appears to normally serve a pedestrian trail, but was temporarily used as a vehicular bridge when a nearby bridge project took place. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Modified Warren through truss, fixed. The bridge was primarily built by Unknown. 45.212560 -73.827800 Railroad (Rail-Trail) Rivière des Anglais (English River) Rural Montérégie, Québec Québec Canada Metal Modified Warren Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 6 175 53.34 175 53.34 0 0 https://historicbridges.org/quebec/qc138rail/little_s_0164_small.jpg https://historicbridges.org/quebec/qc138rail/little_s_0164.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/qc138rail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.212560,-73.827800
7415 Pont QC-235 (QC-235 Bridge) This bridge, noted for its arched superstructure, is a good representative example of what appears to be a mid 20th century concrete bridge in the province. The technical description of the main or most noteworthy span of the bridge is a concrete box beam, fixed. The bridge was primarily built by Unknown. 45.495740 -72.904010 QC-235 Rivière Noire Saint-Pie Montérégie, Québec Québec Canada Concrete Box Beam Fixed 0 3 0 Continuous 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/quebec/stpieconcrete/little_stpieconcrete_1460_1_2raa_small.jpg https://historicbridges.org/quebec/stpieconcrete/little_stpieconcrete_1460_1_2raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stpieconcrete/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.495740,-72.904010
7416 Plateau Tournant Ferroviaire (Railway Turntable) This railway turntable functions much like a plate girder swing bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 46.368100 -70.920070 Railroad (Québec Central) Ground Vallée-Jonction Chaudiére-Appalaches, Québec Québec Canada Metal Through Girder Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 6 6 70 21.34 70 21.34 0 0 https://historicbridges.org/quebec/valleejonctionturntable/little_valleejonctionturntable_7283aa_small.jpg https://historicbridges.org/quebec/valleejonctionturntable/little_valleejonctionturntable_7283aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/valleejonctionturntable/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.368100,-70.920070
7417 Pont des Chaplets (Rosary Bridge) This is the largest and most unique of three old bridges on the grounds of Sanctuaire Notre-Dame-du-Cap. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by U. W. Rousseau of Cap-de-la-Madeleine, Québec. 46.366930 -72.498280 Pedestrian Walkway Park Lagoon Trois-Rivières (Cap-de-la-Madeleine) Mauricie, Québec Québec Canada Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 1 0 0 1924 0 U. W. Rousseau of Cap-de-la-Madeleine, Québec 6 7 0 0 0 0 0 0 https://historicbridges.org/quebec/pontdeschaplets/little_pontdeschaplets_3764aa_small.jpg https://historicbridges.org/quebec/pontdeschaplets/little_pontdeschaplets_3764aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontdeschaplets/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366930,-72.498280
7418 Pont du Sanctuaire Notre-Dame-Du-Cap 2 (Sanctuaire Notre-Dame-Du-Cap Bridge 2) This tiny bridge is one of three old bridges on the grounds of Sanctuaire Notre-Dame-du-Cap. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.366500 -72.499790 Pedestrian Walkway Park Lagoon Trois-Rivières (Cap-de-la-Madeleine) Mauricie, Québec Québec Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/quebec/notredameducap3/little_notredameducap3_3935aa_small.jpg https://historicbridges.org/quebec/notredameducap3/little_notredameducap3_3935aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/notredameducap3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366500,-72.499790
7419 Pont du Sanctuaire Notre-Dame-Du-Cap 1 (Sanctuaire Notre-Dame-Du-Cap Bridge 1) This tiny bridge is one of three old bridges on the grounds of Sanctuaire Notre-Dame-du-Cap. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 46.366550 -72.498940 Pedestrian Walkway Park Lagoon Trois-Rivières (Cap-de-la-Madeleine) Mauricie, Québec Québec Canada Concrete Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/quebec/notredameducap2/little_notredameducap2_3968aa_small.jpg https://historicbridges.org/quebec/notredameducap2/little_notredameducap2_3968aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/notredameducap2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.366550,-72.498940
7420 Pont Ferroviaire de la Rivière Sainte-Anne (Rivière Sainte-Anne Railway Bridge) This railway bridge exists today as a combination of old truss spans and modern plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.574250 -72.207220 Railroad Rivière Sainte-Anne Sainte-Anne-de-la-Pérade Mauricie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 3 Metal Through Girder Fixed 0 3 0 0 Unknown 6 6 150 45.72 905 275.84 0 0 https://historicbridges.org/quebec/steannedelaperade/little_steannedelaperade_1325aa_small.jpg https://historicbridges.org/quebec/steannedelaperade/little_steannedelaperade_1325aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/steannedelaperade/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.574250,-72.207220
7421 Pont de la Rivière des Envies (Rivière des Envies Bridge) This riveted through truss has been severely altered with the replacement of its bracing with modern bracing of very different design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.619650 -72.405480 Route à Marchand Rivière des Envies Rural Mauricie, Québec Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/quebec/old159/little_old159_2450aa_small.jpg https://historicbridges.org/quebec/old159/little_old159_2450aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/old159/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.619650,-72.405480
7422 Pont Ferroviaire du Canal de Lachine (Lachine Canal Railway Bridge) This bridge was originally built as a pair of vertical lift bridges, but the towers have been cut off of the bridge turning it into a fixed deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal deck girder, movable: vertical lift. The bridge was primarily built by Unknown. 45.490820 -73.556200 Railroad (Via-Rail) Canal de Lachine Montréal Montréal, Québec Québec Canada Metal Deck Girder Movable: Vertical Lift 0 2 Metal Deck Girder Fixed 0 0 0 0 Unknown 5 4 125 38.1 395 120.4 0 0 https://historicbridges.org/quebec/lachineraillift/little_lachineraillift_2926_7_8raa_small.jpg https://historicbridges.org/quebec/lachineraillift/little_lachineraillift_2926_7_8raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lachineraillift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.490820,-73.556200
7423 Pont CN du Port (CN Port Bridge) Pont Wellington (Wellington Bridge) This large swing truss bridge has been abandoned in the open position. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.490550 -73.556770 Railroad (Abandoned Canadian National) Canal de Lachine Montréal Montréal, Québec Québec Canada Metal Camelback Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 11 1 0 0 1912 0 Dominion Bridge Company of Montréal, Québec 7 8 260 79.25 260 79.25 0 0 https://historicbridges.org/quebec/lachinerailswing/little_lachinerailswing_2644aa_small.jpg https://historicbridges.org/quebec/lachinerailswing/little_lachinerailswing_2644aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lachinerailswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.490550,-73.556770
7424 Pont Levant (Levant Bridge) Pont de l'écluse Sainte Catherine (St. Catherine Lock Bridge) This bridge is a rare example of an operable bascule bridge in the province. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada). 45.408060 -73.567220 Promenade du Pont-Levant South Shore Canal (Canal de la Rive Sud) Sainte-Catherine Montérégie, Québec Québec Canada Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1957 0 Hamilton Bridge Company of Hamilton, Ontario (Bridge and Tank Company of Canada) 6 7 82 24.99 113 34.44 0 0 https://historicbridges.org/quebec/stecatherine/little_stecatherine_8051aa_small.jpg https://historicbridges.org/quebec/stecatherine/little_stecatherine_8051aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/stecatherine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.408060,-73.567220
7425 Pont de l'Écluse du Canal de Soulanges (Soulanges Canal Lock Bridge) This historic set of locks includes stone arch bridges that provided access to the locks. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 45.261038 -74.198271 Locks Access Canal de Soulanges Coteau-du-Lac Montérégie, Québec Québec Canada Stone Segmental Deck Arch Fixed 0 5 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/quebec/lescoteauxstone/little_lescoteauxstone_6269aa_small.jpg https://historicbridges.org/quebec/lescoteauxstone/little_lescoteauxstone_6269aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/lescoteauxstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.261038,-74.198271
7426 Pont Ferroviaire de la Rivière Jacques-Cartier (Rivière Jacques-Cartier Railway Bridge) This large deck truss bridge should be a major attraction for this trail, but no effort has been made to allow visitors to view this beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.882870 -71.522450 Railroad (Vélopiste Jacques-Cartier) (Rail-Trail) Rivière Jacques-Cartier Shannon Capitale-Nationale, Québec Québec Canada Metal Warren Rivet-Connected Deck Truss Fixed 0 3 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/quebec/velopistejacquescartier/little_velopistejacquescartier_5687aa_small.jpg https://historicbridges.org/quebec/velopistejacquescartier/little_velopistejacquescartier_5687aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/velopistejacquescartier/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.882870,-71.522450
7427 Pont Ferroviaire de la Rivière Montmorency (Montmorency River Railway Bridge) This plate girder railway bridge still carries railway tracks, but a pedestrian walkway has been added to the piers. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal through girder, fixed. The bridge was primarily built by Unknown. 46.886300 -71.144620 Railroad and Pedestrian Walkway Rivière Montmorency Québec City and Boischatel Capitale-Nationale, Québec Québec Canada Metal Through Girder Fixed 0 4 0 0 0 0 Unknown 3 5 75 22.86 300 91.44 0 0 https://historicbridges.org/quebec/montmorencyrail/little_montmorencyrail_3020aa_small.jpg https://historicbridges.org/quebec/montmorencyrail/little_montmorencyrail_3020aa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmorencyrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.886300,-71.144620
7428 Pont de la Chute Montmorency (Montmorency Falls Bridge) (Towers Only) Only the stone towers of a long-lost suspension bridge remain, with a modern suspension bridge spanning today. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. 46.890811 -71.147734 Pedestrian Walkway Rivière Montmorency Québec City and Boischatel Capitale-Nationale, Québec Québec Canada Metal Wire Cable Suspension Fixed 0 4 0 0 1856 0 Unknown 1 3 75 22.86 300 91.44 0 0 https://historicbridges.org/quebec/montmorency/little_montmorencyfalls_3317_small.jpg https://historicbridges.org/quebec/montmorency/little_montmorencyfalls_3317.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmorency/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.890811,-71.147734
7429 Pont Ferroviaire de la Rivière Bras Saint-Nicolas (Rivière Bras Saint-Nicolas Railway Bridge) This is a traditionally composed deck plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Canadian Allis-Chalmers of Toronto, Ontario. 46.977400 -70.550540 Railroad (Canadian National) Rivière Bras Saint-Nicolas Montmagny Chaudiére-Appalaches, Québec Québec Canada Metal Through Girder Fixed 0 5 0 0 1914 0 Canadian Allis-Chalmers of Toronto, Ontario 3 3 80 24.38 400 121.92 0 0 https://historicbridges.org/quebec/montmagnyrail/little_montmagnyrail_8711_2_3raa_small.jpg https://historicbridges.org/quebec/montmagnyrail/little_montmagnyrail_8711_2_3raa.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/montmagnyrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.977400,-70.550540
7430 Southside Bridge This bridge is noted as a large-scale truss bridge from the 1930s, and for its association with the WPA. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. The bridge was primarily designed by C. P. Fortney. 38.346869 -81.636985 Dickinson Street Kanawha River, Kanawha Boulevard, MacCorkle Avenue (WV-61) and Railroad Charleston Kanawha County, West Virginia West Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Warren Rivet-Connected Deck Truss Fixed 10 8 1936 1990 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin C. P. Fortney 7 7 420 128.02 1146.4 349.42 38.7 11.8 https://historicbridges.org/wvirginia/southside/little_rickmcomber-asouthsidebdge_small.jpg https://historicbridges.org/wvirginia/southside/little_rickmcomber-asouthsidebdge.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/southside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.346869,-81.636985
7431 Chuck Yeager Bridge Charles Yeager Bridge This large arched continuous truss bridge was paired with a modern bridge of similar design but differing details. The technical description of the main or most noteworthy span of the bridge is a 474 ft (144.48 m) metal continuous (arch and suspended deck) rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.309683 -81.561121 I-77 (Southbound) and I-64 (Eastbound) Kanawha River Charleston Kanawha County, West Virginia West Virginia United States Metal Warren Rivet-Connected Through Truss Fixed 0 Continuous (Arch and Suspended Deck) 3 Metal Deck Girder Fixed 0 9 1954 1986 American Bridge Company of New York, New York 7 7 474 144.48 2166 660.2 37.7 11.49 https://historicbridges.org/wvirginia/chuckyaeger/little_achuckyeager_small.jpg https://historicbridges.org/wvirginia/chuckyaeger/little_achuckyeager.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/chuckyaeger/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.309683,-81.561121
7432 Elk River Railroad Bridge This bridge has been abandoned and overgrown, and although difficult to photograph, is an extremely rare railroad Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Unknown. 38.358233 -81.630316 Railroad (Abandoned Penn Central) Elk River Charleston Kanawha County, West Virginia West Virginia United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 Metal Pratt Pin-Connected Through Truss Fixed 0 2 0 0 Unknown 8 9 210 64.01 0 0 0 0 https://historicbridges.org/wvirginia/charlestonwhipple/little_westvirginia019_small.jpg https://historicbridges.org/wvirginia/charlestonwhipple/little_westvirginia019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/charlestonwhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.358233,-81.630316
7433 Winfield Dam Bridge This historic dam has a large deck truss bridge, which acts as an access structure, included in the dam design. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 38.526516 -81.913127 Dam Access Kanawha River Winfield Putnam County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 Continuous 6 0 0 1936 0 Unknown 7 7 115 35.05 677 206.35 0 0 https://historicbridges.org/wvirginia/winfielddam/little_rickmcomber-img_6970_small.jpg https://historicbridges.org/wvirginia/winfielddam/little_rickmcomber-img_6970.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/winfielddam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.526516,-81.913127
7434 Hawks Nest Dam Bridge This dam includes a concrete arch bridge as an access structure. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 38.119207 -81.130616 Dam Access New River Ansted Fayette County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 14 0 0 1933 0 Unknown 6 7 60 18.29 840 256.03 0 0 https://historicbridges.org/wvirginia/hawksnestdam/little_ahawk1_small.jpg https://historicbridges.org/wvirginia/hawksnestdam/little_ahawk1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hawksnestdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.119207,-81.130616
7435 Hawks Nest Railroad Bridge This railroad bridge is noted for its pin connections and skewed configuration, and location in a very scenic area. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.117124 -81.119735 Railroad (CSX) New River Rural Fayette County, West Virginia West Virginia United States Metal Parker Pin-Connected Through Truss Fixed 8 2 Metal Deck Girder Fixed 0 0 1892 0 Unknown 7 7 220 67.06 640 195.07 0 0 https://historicbridges.org/wvirginia/hawksnest/little_ahawk_small.jpg https://historicbridges.org/wvirginia/hawksnest/little_ahawk.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/hawksnest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.117124,-81.119735
7436 Salisbury Viaduct This is a high level tower and girder style railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal deck girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 39.834186 -79.045616 Railroad (Great Allegheny Passage Rail-Trail) Casselman River, US-219, and Railroad Rural Somerset County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 39 0 0 1912 1998 McClintic-Marshall Company of Pittsburgh, Pennsylvania 6 6 60 18.29 1909 581.86 0 0 https://historicbridges.org/pennsylvania/salisburyviaduct/little_img_6300_small.jpg https://historicbridges.org/pennsylvania/salisburyviaduct/little_img_6300.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/salisburyviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.834186,-79.045616
7437 Gauley Bridge This is a representative example of a large mid-20th century steel stringer bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 38.162844 -81.195876 US-60 and WV-16 Gauley River Gauley Bridge Fayette County, West Virginia West Virginia United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 7 0 0 1951 0 Unknown 3 3 106 32.31 705.4 215.01 28 8.53 https://historicbridges.org/wvirginia/us60gauley/little_img_6373_small.jpg https://historicbridges.org/wvirginia/us60gauley/little_img_6373.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us60gauley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.162844,-81.195876
7438 Gauley Railroad Bridge This abandoned railroad bridge is a traditionally composed structure. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.163390 -81.195229 Railroad (Abandoned New York Central) Gauley River Gauley Bridge Fayette County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 8 3 Metal Deck Culvert Fixed 0 2 0 0 Unknown 6 6 150 45.72 610 185.93 0 0 https://historicbridges.org/wvirginia/gauley/little_img_6380_small.jpg https://historicbridges.org/wvirginia/gauley/little_img_6380.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/gauley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.163390,-81.195229
7439 ! Kanawha Falls Bridge This bridge is noted for its Pennsylvania truss configuration, and multi-span design. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 38.137998 -81.213101 CR-13 (Deepwater Cotton Hill Road) Kanawha River, CR-13/2, and Railroad (CSX) Rural Fayette County, West Virginia West Virginia United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 16 3 Metal Deck Girder Fixed 0 1 1928 1999 McClintic-Marshall Company of Pittsburgh, Pennsylvania 7 7 400 121.92 1001.7 305.32 20 6.1 https://historicbridges.org/wvirginia/kanawhafalls/little_akanawha3_small.jpg https://historicbridges.org/wvirginia/kanawhafalls/little_akanawha3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kanawhafalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.137998,-81.213101
7440 Elkview Bridge Bypassed and abandoned, this is a highly significant bridge noted for its rare Pennsylvania truss span plus its combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 38.439488 -81.484877 CR-47 (North Pinch Road) Elk River Elkview Kanawha County, West Virginia West Virginia United States Pennsylvania Pin-Connected Through Truss Fixed 12 1 Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 2 1913 0 Owego Bridge Company of Owego, New York 8 8 223 67.97 400 121.92 0 0 https://historicbridges.org/wvirginia/elkview/little_img_6647_small.jpg https://historicbridges.org/wvirginia/elkview/little_img_6647.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/elkview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.439488,-81.484877
7441 Dömitzer Eisenbahnbrücke (Dömitz Railway Bridge) (Approach Spans) Once the longest bridge in Germany with a variety of span types, only a long series of approach spans remain today, but these spans alone remain highly significant. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Hackort Steel. The bridge was primarily designed by Ernst Häseler. 53.130769 11.245160 Railroad (Abandoned) Elbe River Langendorf Lüchow-Dannenberg, Lower Saxony (Niedersachsen) Lower Saxony (Niedersachsen) Germany (Deutschland) Metal Parker Rivet-Connected Pony Truss Fixed 9 16 0 0 1873 0 Hackort Steel Ernst Häseler 9 10 111 33.83 1779.5 542.39 0 0 https://historicbridges.org/germany/domitz/little_jasonsmith-img_3239_small.jpg https://historicbridges.org/germany/domitz/little_jasonsmith-img_3239.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=germany/domitz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.130769,11.245160
7442 ! Barton Springs Bridge This nice looking deck arch bridge was built in 1926, and widened with nearly identical arches in 1946. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by A. A. Mundy of Austin, Texas. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 30.265004 -97.765353 Barton Springs Road Barton Creek Austin Travis County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1926 1946 A. A. Mundy of Austin, Texas Terrell Bartlett Engineers of San Antonio, Texas 6 6 70 21.34 212 64.62 48 14.63 https://historicbridges.org/texas/bartonsprings/little_bartonsprings_7814_5_6r_small.jpg https://historicbridges.org/texas/bartonsprings/little_bartonsprings_7814_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bartonsprings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.265004,-97.765353
7443 Lamar Boulevard Bridge This is a relatively late but unaltered example of an open spandrel arch bridge, also notable for being built during World War II. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Cage Brothers and L. A. Turner of Bishop, Texas . 30.265840 -97.756584 Lamar Boulevard (TX-343 Loop) Colorado River (Lady Bird Lake) and Cesar Chavez Street Austin Travis County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 6 0 0 1943 0 Cage Brothers and L. A. Turner of Bishop, Texas 6 7 105 32 659 200.86 41.3 12.59 https://historicbridges.org/texas/lamar/little_lamar_7940_small.jpg https://historicbridges.org/texas/lamar/little_lamar_7940.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lamar/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.265840,-97.756584
7444 Austin Railroad Bridge This long through girder railroad bridge sits on stone piers of a previous bridge with concrete added on top. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal through girder, fixed. The bridge was primarily built by Unknown. 30.265128 -97.754476 Railroad (Union Pacific) Colorado River (Lady Bird Lake), Riverside Drive, and Cesar Chavez Street Austin Travis County, Texas Texas United States Metal Through Girder Fixed 0 13 0 0 1902 0 Unknown 6 6 101 30.78 1333 406.3 0 0 https://historicbridges.org/texas/austinrailroad/little_austinrailroad_8039_small.jpg https://historicbridges.org/texas/austinrailroad/little_austinrailroad_8039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/austinrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.265128,-97.754476
7445 Barton Skyway Trail Bridge This standard design riveted pony truss appears to have been relocated here from an unknown prior location. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 30.262770 -97.787550 Pedestrian Walkway Unnamed Draw Austin Travis County, Texas Texas United States Metal Polygonal Warren Bolt-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/texas/bartonskyway/little_bartonskyway_7619_20_21vib_small.jpg https://historicbridges.org/texas/bartonskyway/little_bartonskyway_7619_20_21vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bartonskyway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.262770,-97.787550
7446 Immanuel Road Bridge This pony truss bridge was bypassed and preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 30.434423 -97.610906 Immanuel Road (Heritage Loop Trail) Gilleland Creek Pflugerville Travis County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1935 0 Unknown 5 6 70 21.34 70 21.34 0 0 https://historicbridges.org/texas/immanuelroadbridge/little_immanuelroadbridge_7376_small.jpg https://historicbridges.org/texas/immanuelroadbridge/little_immanuelroadbridge_7376.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/immanuelroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.434423,-97.610906
7447 Old Manor Road Bridge This bridge is a rare example of a small scale truss bridge preserved via the one-way couplet method. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Johnson and Brothers. The bridge was primarily designed by Texas Highway Department. 30.322469 -97.650541 Old Manor Road (Eastbound) Walnut Creek Austin Travis County, Texas Texas United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 Concrete T-Beam Fixed 0 2 1925 2011 Johnson and Brothers Texas Highway Department 6 6 80 24.38 151 46.02 18 5.49 https://historicbridges.org/texas/oldmanorroadbridge/little_oldmanorroadbridge_7229_small.jpg https://historicbridges.org/texas/oldmanorroadbridge/little_oldmanorroadbridge_7229.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldmanorroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.322469,-97.650541
7448 CR-327 Bridge This traditional Pratt truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 33.603331 -97.287246 CR-327 (Abandoned Alignment) Elm Fork Trinity River Rural Cooke County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 140 42.67 140 42.67 0 0 https://historicbridges.org/texas/cr327bridge/little_cr327bridge_6697_8_9vib_small.jpg https://historicbridges.org/texas/cr327bridge/little_cr327bridge_6697_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cr327bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.603331,-97.287246
7449 Junction Swing Bridge This is a riveted through plate girder swing bridge with a bobtail design. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal through girder, movable: swing, Bobtail. The bridge was primarily built by William Cowlin & Son of Bristol, England and John Lysaght and Company of Bristol, England. 51.447978 -2.618690 Merchants Road Cumberland Basin Bristol South West, England England United Kingdom Metal Through Girder Movable: Swing Bobtail 0 1 0 0 1925 0 William Cowlin & Son of Bristol, England and John Lysaght and Company of Bristol, England 6 6 150 45.72 150 45.72 0 0 https://historicbridges.org/unitedkingdom/merchantsroadbristol/little_merchantsroadbristol_7983_small.jpg https://historicbridges.org/unitedkingdom/merchantsroadbristol/little_merchantsroadbristol_7983.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/merchantsroadbristol/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.447978,-2.618690
7450 Navarro Street Bridge North Romana Street Bridge While perhaps of limited significance individually, this bridge is notable as the large group of bridges found over the San Antonio River near the center of the city. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete continuous t-beam, fixed. The bridge was primarily built by McKenzie Construction Company. The bridge was primarily designed by Bartlett and Ranney of San Antonio, Texas. 29.430832 -98.490248 Navarro Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1921 0 McKenzie Construction Company Bartlett and Ranney of San Antonio, Texas 3 5 38 11.58 77 23.47 35.8 10.91 https://historicbridges.org/texas/navarrostreetbridgenorth/little_navarrostreetbridgenorth_5701_2_3vib_small.jpg https://historicbridges.org/texas/navarrostreetbridgenorth/little_navarrostreetbridgenorth_5701_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/navarrostreetbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.430832,-98.490248
7451 Navarro Street Bridge South This bridge stands out among the historic highway bridges in this area for its concrete arch design. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Elder Construction Company of San Antonio, Texas. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 29.422929 -98.490238 Navarro Street San Antonio River San Antonio Bexar County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1922 0 Elder Construction Company of San Antonio, Texas Terrell Bartlett Engineers of San Antonio, Texas 6 6 53.2 16.22 159 48.46 34 10.36 https://historicbridges.org/texas/navarrostreetbridgesouth/little_navarrostreetbridgesouth_3123_small.jpg https://historicbridges.org/texas/navarrostreetbridgesouth/little_navarrostreetbridgesouth_3123.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/navarrostreetbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.422929,-98.490238
7452 Congress Avenue Bridge Bat Bridge This concrete arch bridge has been altered extensively, and one of these alterations has also attracted a colony of bats. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by William P. Carmichael Company of Williamsport, Indiana. The bridge was primarily designed by Waddell and Harrington of Kansas City, Missouri. 30.261550 -97.745230 Congress Street Colorado River (Lady Bird Lake) Austin Travis County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 8 0 0 1909 1980 William P. Carmichael Company of Williamsport, Indiana Waddell and Harrington of Kansas City, Missouri 5 6 119 36.27 954 290.78 60 18.29 https://historicbridges.org/texas/congressbridge/little_congressbridge_0796_7_8vib_small.jpg https://historicbridges.org/texas/congressbridge/little_congressbridge_0796_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/congressbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.261550,-97.745230
7453 San Antonio River Walk Bridge Northeast This is one of several footbridge arch bridges along the San Antonio River Walk. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 29.424543 -98.488416 San Antonio River Walk San Antonio River San Antonio Bexar County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 6 48 14.63 48 14.63 8 2.44 https://historicbridges.org/texas/riverwalkpedestrianbridgenortheast/little_riverwalkpedestrianbridgenortheast_3838_small.jpg https://historicbridges.org/texas/riverwalkpedestrianbridgenortheast/little_riverwalkpedestrianbridgenortheast_3838.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/riverwalkpedestrianbridgenortheast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.424543,-98.488416
7454 Mt. Bonnell Road Bridge This pony truss bridge was bypassed and preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 30.315521 -97.773764 Mt. Bonnell Road Water Plant Road and Hucks Slough Austin Travis County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1922 0 Austin Bridge Company of Dallas, Texas 6 6 101 30.78 102 31.09 14.8 4.51 https://historicbridges.org/texas/mtbonnell/little_mtbonnell_7571_small.jpg https://historicbridges.org/texas/mtbonnell/little_mtbonnell_7571.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mtbonnell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.315521,-97.773764
7455 Monnow Bridge (Pont Trefynwy) Pont a Phorth Mynwy This unique medieval bridge with its tower on the deck is the only remaining fortified river bridge in Great Britain with an intact gate tower. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 51.808939 -2.720117 Pedestrian Walkway (Monnow Street and Cinderhill Street) River Monnow (Afon Mynwy) Monmouth (Trefynwy) Monmouthshire (Sir Fynwy), Wales (Cymru) Wales (Cymru) United Kingdom Stone Segmental Deck Arch Fixed 0 3 0 0 1272 0 Unknown 10 10 0 0 114.2 34.81 24 7.32 https://historicbridges.org/unitedkingdom/monnowbridge/little_monnowbridge_9678_79_80v_small.jpg https://historicbridges.org/unitedkingdom/monnowbridge/little_monnowbridge_9678_79_80v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/monnowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.808939,-2.720117
7456 Brockweir Bridge This is a good example of a lattice girder bridge, despite bolted alterations. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal Lattice through girder, fixed. The bridge was primarily built by E. Finch and Company of Chepstow, Wales. 51.707010 -2.669088 Mill Hill Road River Wye (Afon Gwy) Tintern (Tyndyrn) and Brockweir South West, England and Monmouthshire (Sir Fynwy), Wales (Cymru) England and Wales (Cymru) United Kingdom Metal Lattice Through Girder Fixed 0 3 0 0 1908 0 E. Finch and Company of Chepstow, Wales 6 6 70 21.34 214 65.23 0 0 https://historicbridges.org/unitedkingdom/brockweirbridge/little_brockweirbridge_8940_small.jpg https://historicbridges.org/unitedkingdom/brockweirbridge/little_brockweirbridge_8940.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/brockweirbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.707010,-2.669088
7457 Ardverikie Estate Bridge Ardverikie Gate Lodge Bridge This lattice girder sits next to a notable gate lodge with turret. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 56.975117 -4.404878 Ardverikie Estate Driveway River Pattack Kinloch Laggan Highland, Scotland United Kingdom Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/kinlochlagganbridge/little_kinlochlagganbridge_2635_small.jpg https://historicbridges.org/unitedkingdom/kinlochlagganbridge/little_kinlochlagganbridge_2635.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/kinlochlagganbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.975117,-4.404878
7458 Sutton Weaver Swing Bridge This is a nicely preserved example of a through truss bobtail swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed, Rim Bearing Bobtail. The bridge was primarily built by Joseph Parks of Northwich, England. 53.304848 -2.699373 Sutton Causeway (A56) River Weaver (Navigation Channel) Frodsham and Runcorn North West, England England United Kingdom Metal Pratt Rivet-Connected Through Truss Fixed Rim Bearing Bobtail 0 1 0 0 1926 2014 Joseph Parks of Northwich, England 7 7 0 0 150 45.72 26.7 8.14 https://historicbridges.org/unitedkingdom/suttoncausewaybridge/little_suttoncausewaybridge_6749_small.jpg https://historicbridges.org/unitedkingdom/suttoncausewaybridge/little_suttoncausewaybridge_6749.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/suttoncausewaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.304848,-2.699373
7459 San Antonio Street Bridge This concrete arch bridge was designed with a lot of aesthetic details that made this a truly beautiful bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Miller-Fifield Construction Company of Waterloo, Iowa. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 29.706148 -98.121695 San Antonio Street Comal River New Braunfels Comal County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete T-Beam Fixed 0 2 1923 2019 Miller-Fifield Construction Company of Waterloo, Iowa Terrell Bartlett Engineers of San Antonio, Texas 6 7 70 21.34 410 124.97 20 6.1 https://historicbridges.org/texas/sanantoniostreetbridge/little_sanantoniostreetbridge_0445_small.jpg https://historicbridges.org/texas/sanantoniostreetbridge/little_sanantoniostreetbridge_0445.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sanantoniostreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.706148,-98.121695
7460 Guadalupe River Bridge This is an outstanding and relatively large example of a concrete arch bridge in Texas. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Uvalde Construction Company of Dallas, Texas. The bridge was primarily designed by Texas Highway Department. 29.694243 -98.107828 Business I-35 and Business TX-46 Guadalupe River New Braunfels Comal County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 5 Concrete T-Beam Fixed 0 5 1934 0 Uvalde Construction Company of Dallas, Texas Texas Highway Department 7 7 120 36.58 818 249.33 40 12.19 https://historicbridges.org/texas/guadaluperiverbridge/little_guadaluperiverbridge_9475_6_7vib_small.jpg https://historicbridges.org/texas/guadaluperiverbridge/little_guadaluperiverbridge_9475_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/guadaluperiverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.694243,-98.107828
7461 Dionicio Rodriguez Bridge This concrete arch bridge has one of the most unusual sidewalks ever seen, which is designed to look like a tunnel of tree branches. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Dionicio Rodriguez. 29.464794 -98.468520 Brackenridge Road San Antonio River (Flood Channel) San Antonio Bexar County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 1 Concrete Culvert Fixed 0 1 1926 0 Unknown Dionicio Rodriguez 7 7 0 0 98 29.87 0 0 https://historicbridges.org/texas/dioniciorodriguezbridge/little_dioniciorodriguezbridge_8527_8_9r_small.jpg https://historicbridges.org/texas/dioniciorodriguezbridge/little_dioniciorodriguezbridge_8527_8_9r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/dioniciorodriguezbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.464794,-98.468520
7462 Espada Aqueduct This stone arch aqueduct is among the oldest surviving bridge structures in the United States, and is a National Historic Landmark. The technical description of the main or most noteworthy span of the bridge is a 16.5 ft (5.03 m) stone Segmental deck arch, fixed. The bridge was primarily built by Franciscan friars (Unknown Names). 29.332546 -98.461331 Espada Ditch (Espada Acequia) Piedras Creek San Antonio Bexar County, Texas Texas United States Stone Segmental Deck Arch Fixed 0 2 0 0 1745 0 Franciscan friars (Unknown Names) 10 10 16.5 5.03 195 59.44 0 0 https://historicbridges.org/texas/espadaaqueduct/little_espadaaqueduct_7174_small.jpg https://historicbridges.org/texas/espadaaqueduct/little_espadaaqueduct_7174.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/espadaaqueduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.332546,-98.461331
7463 King Edward VII Bridge This is a large and very wide deck truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 324 ft (98.76 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Charles A. Harrison. 54.963220 -1.616260 Railroad (East Coast Main Line) River Tyne Newcastle upon Tyne and Gateshead North East, England England United Kingdom Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 13 4 0 0 1906 0 Cleveland Bridge and Engineering Company of Darlington, England Charles A. Harrison 7 7 324 98.76 1151 350.82 46 14.02 https://historicbridges.org/unitedkingdom/kingedward7bridge/little_kingedward7bridge_3878_79_80v_small.jpg https://historicbridges.org/unitedkingdom/kingedward7bridge/little_kingedward7bridge_3878_79_80v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/kingedward7bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.963220,-1.616260
7464 Hills Street Railway Overpass Bridge LEN3-319 This overpass bridge is noted for its helicoidal skewed arch design. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 54.965318 -1.604503 Railroad (Various Railways) Hills Street Gateshead North East, England England United Kingdom Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 67 20.42 67 20.42 0 0 https://historicbridges.org/unitedkingdom/hillsstreet/little_hillsstreet_4604_5_6v_small.jpg https://historicbridges.org/unitedkingdom/hillsstreet/little_hillsstreet_4604_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hillsstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.965318,-1.604503
7465 Ouseburn Viaduct This bridge is a large multi-span example of a wrought iron arch bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal hingeless Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Weardale Iron and Coal Company of St. Peters, England. The bridge was primarily designed by Thomas Elliot Harrison. 54.976486 -1.593006 Railroad (East Coast Main Line) Ouseburn Valley Newcastle upon Tyne North East, England England United Kingdom Metal Solid Ribbed Spandrel Braced Hingeless Deck Arch Fixed 0 5 0 2 1869 0 Weardale Iron and Coal Company of St. Peters, England Thomas Elliot Harrison 8 8 116 35.36 918 279.81 0 0 https://historicbridges.org/unitedkingdom/ouseburnviaduct/little_ouseburnviaduct_6653_4_5v_small.jpg https://historicbridges.org/unitedkingdom/ouseburnviaduct/little_ouseburnviaduct_6653_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ouseburnviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.976486,-1.593006
7466 Wellington Street Railway Overpass This is a good example of a bowstring pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 54.964964 -1.604988 Railroad Wellington Street Gateshead North East, England England United Kingdom Metal Bowstring Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 6 112 34.14 112 34.14 0 0 https://historicbridges.org/unitedkingdom/wellingtonstreet/little_wellingtonstreet_4657_small.jpg https://historicbridges.org/unitedkingdom/wellingtonstreet/little_wellingtonstreet_4657.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/wellingtonstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.964964,-1.604988
7467 Calaveras Bridge Wilson County Camelback Bridge This is a rare pin-connected Pennsylvania through truss bridge also noted for its Camelback configuration of its top chord. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 29.215241 -98.261332 FM-775 (Old CR-117 Former FM-3444 San Antonio River Near Calaveras Wilson County, Texas Texas United States Metal Pennsylvania Pin-Connected Through Truss Fixed 0 1 Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 0 0 1890 0 Unknown 8 8 180 54.86 487 148.44 0 0 https://historicbridges.org/texas/fm775/little_fm775_1206_small.jpg https://historicbridges.org/texas/fm775/little_fm775_1206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/fm775/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.215241,-98.261332
7468 Worley Bridge This Pratt truss bridge was extensively rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent. 30.692081 -97.137939 CR-428 San Gabriel River Rural Milam County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 7 1912 2014 Chicago Bridge and Iron Works of Chicago, Illinois, C. Q. Horton of Austin, Texas, Agent 7 7 136 41.45 275 83.82 10.8 3.29 https://historicbridges.org/texas/worleybridge/little_worleybridge_4229_30_31r_small.jpg https://historicbridges.org/texas/worleybridge/little_worleybridge_4229_30_31r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/worleybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.692081,-97.137939
7469 Brazos Point Bridge This bridge is noted for its multi-span pin-connected truss spans, plus it also has a long series of stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 142 ft (43.28 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 32.204277 -97.605672 CR-1118 (CR-1175) Brazos River Rural Johnson County, Texas and Bosque County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 3 Metal Stringer (Multi-Beam) Fixed 0 17 1914 0 Austin Bridge Company of Dallas, Texas 7 8 142 43.28 799 243.54 14.5 4.42 https://historicbridges.org/texas/brazospointbridge/little_brazospointbridge_1014_small.jpg https://historicbridges.org/texas/brazospointbridge/little_brazospointbridge_1014.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brazospointbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.204277,-97.605672
7470 Sugarloaf Mountain Bridge Bypassed and preserved for pedestrian use, this bridge has an unusual four slope Parker truss design. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 30.825660 -96.743900 CR-264 (Old Alignment) Little River Rural Milam County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 12 1 0 4 1896 2006 Unknown 8 8 235 71.63 310 94.49 13.5 4.11 https://historicbridges.org/texas/sugarloafmountainbridge/little_sugarloafmountainbridge_6387_small.jpg https://historicbridges.org/texas/sugarloafmountainbridge/little_sugarloafmountainbridge_6387.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/sugarloafmountainbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.825660,-96.743900
7471 Big Elm Creek Bridge This rare bowstring truss bridge has been moved to a park setting in Rosebud with the intention of reusing the bridge as a pedestrian crossing. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 31.081924 -96.979092 Nothing Ground Rosebud Falls County, Texas Texas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 1 0 0 1884 0 King Bridge Company of Cleveland, Ohio 9 9 68 20.73 71 21.64 11.8 3.6 https://historicbridges.org/texas/bigelmcreekbridge/little_bigelmcreekbridge_7227_small.jpg https://historicbridges.org/texas/bigelmcreekbridge/little_bigelmcreekbridge_7227.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bigelmcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.081924,-96.979092
7472 Aldwark Bridge This impressive combination of a lattice girder and brick arch approaches is one of the few privately owned toll bridges in the United Kingdom. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 54.053480 -1.288180 Boat Lane River Ure (River Ouse) Aldwark Yorkshire and the Humber, England England United Kingdom Metal Lattice Through Girder Fixed 0 4 Brick Segmental Deck Arch 0 0 1880 0 Unknown 7 7 50 15.24 750 228.6 0 0 https://historicbridges.org/unitedkingdom/boatlanebridge/little_boatlanebridge_9948_49_50v_small.jpg https://historicbridges.org/unitedkingdom/boatlanebridge/little_boatlanebridge_9948_49_50v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/boatlanebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.053480,-1.288180
7473 Byker Bridge This is a very large high level brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 54.975803 -1.591355 A193 Ouseburn Valley Newcastle upon Tyne North East, England England United Kingdom Brick Elliptical Deck Arch Fixed 0 0 0 0 1878 1986 Unknown 6 6 0 0 1130 344.42 30 9.14 https://historicbridges.org/unitedkingdom/bykerbridge/little_bykerbridge_6998_small.jpg https://historicbridges.org/unitedkingdom/bykerbridge/little_bykerbridge_6998.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bykerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.975803,-1.591355
7474 Ouseburn Foot Bridge This small stone arch bridge is located under much larger bridges that cross the entire valley. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 54.975945 -1.591780 Pedestrian Walkway Ouseburn Newcastle upon Tyne North East, England England United Kingdom Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/ouseburnstonearch/little_ouseburnstonearch_6620_small.jpg https://historicbridges.org/unitedkingdom/ouseburnstonearch/little_ouseburnstonearch_6620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ouseburnstonearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.975945,-1.591780
7475 McQueeney Bridge With its rare combination of pin-connected spans, this bridge's use came to an end when someone crashed into the sway bracing, severely damaging the bridge. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 29.591390 -98.037603 Bridge Road Guadalupe River McQueeney Guadalupe County, Texas Texas United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 Metal Pratt Pin-Connected Through Truss Fixed 0 0 1906 0 Unknown 8 8 200 60.96 500 152.4 0 0 https://historicbridges.org/texas/mcqueeneybridge/little_mcqueeneybridge_1965_6_7r_small.jpg https://historicbridges.org/texas/mcqueeneybridge/little_mcqueeneybridge_1965_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mcqueeneybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.591390,-98.037603
7476 Somerset Road Bridge This rare unaltered Luten arch bridge was preserved in place as a one-way bridge, which accommodates the narrow deck width. The technical description of the main or most noteworthy span of the bridge is a 59 ft (17.98 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Daniel Luten. 29.328817 -98.584892 Somerset Road Leon Creek San Antonio Bexar County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1914 2014 Unknown Daniel Luten 7 7 59 17.98 223 67.97 17.4 5.3 https://historicbridges.org/texas/somersetroadbridge/little_somersetroadbridge_0960_1_2r_small.jpg https://historicbridges.org/texas/somersetroadbridge/little_somersetroadbridge_0960_1_2r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/somersetroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.328817,-98.584892
7477 Roosevelt Avenue Bridge Mrs. Frank W. Sorell Bridge This arch bridge was designed with details inspired by the nearby San Jose Mission. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by McKenzie Construction Company. The bridge was primarily designed by Texas Highway Department. 29.376222 -98.481285 Roosevelt Avenue (TX-536 Spur) San Antonio River San Antonio Bexar County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1934 0 McKenzie Construction Company Texas Highway Department 6 6 110 33.53 290 88.39 50 15.24 https://historicbridges.org/texas/rooseveltave/little_rooseveltavebridge_1017_small.jpg https://historicbridges.org/texas/rooseveltave/little_rooseveltavebridge_1017.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rooseveltave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.376222,-98.481285
7478 Pleasanton Road Bridge Earle Bridge, Cassin Bridge Bypassed and abandoned, this is one of the oldest known surviving concrete arch bridges in Texas. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by H. B. Thompson and Company of Birmingham, Alabama. The bridge was primarily designed by Terrell Bartlett Engineers of San Antonio, Texas. 29.263988 -98.491107 Pleasanton Road (Abandoned Alignment) Medina River San Antonio Bexar County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 4 0 0 1910 0 H. B. Thompson and Company of Birmingham, Alabama Terrell Bartlett Engineers of San Antonio, Texas 7 7 110 33.53 303 92.35 18 5.49 https://historicbridges.org/texas/pleasantonroadbridge/little_pleasantonroadbridge_1125_6_7vib_small.jpg https://historicbridges.org/texas/pleasantonroadbridge/little_pleasantonroadbridge_1125_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/pleasantonroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.263988,-98.491107
7479 Leon River Bridge This is a riveted through truss in good condition, and it is noted for its custom design, which did not rely on a state standard plan. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Mosher Steel Company of Houston, Texas and Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Texas Highway Department. 31.066447 -97.442476 Charter Oak Drive (Waco Road) (FM-817) Leon River Belton and Temple Bell County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 4 1939 0 Mosher Steel Company of Houston, Texas and Austin Bridge Company of Dallas, Texas Texas Highway Department 6 7 200 60.96 412 125.58 24 7.32 https://historicbridges.org/texas/leonriverbridge/little_leonriverbridge_8493_small.jpg https://historicbridges.org/texas/leonriverbridge/little_leonriverbridge_8493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/leonriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.066447,-97.442476
7480 Postbridge Clapper Bridge This bridge is one of the finest known examples of a rare archaic bridge type known as a clapper bridge, composed of stone slabs. The technical description of the main or most noteworthy span of the bridge is a 13 ft (3.96 m) stone slab, fixed. The bridge was primarily built by Unknown. 50.594131 -3.911154 Pedestrian Walkway East Dart River Postbridge South West, England England United Kingdom Stone Slab Fixed 0 3 0 0 1380 1879 Unknown 9 10 13 3.96 39 11.89 6.5 1.98 https://historicbridges.org/unitedkingdom/postclapperbridge/little_postclapperbridge_6048_small.jpg https://historicbridges.org/unitedkingdom/postclapperbridge/little_postclapperbridge_6048.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/postclapperbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.594131,-3.911154
7481 Postbridge Arch Bridge This bridge replaced the nearby clapper bridge in the 1700s and continues to carry highway traffic today. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 50.594369 -3.911264 B3212 East Dart River Postbridge South West, England England United Kingdom Stone Segmental Deck Arch Fixed 0 3 0 0 1772 0 Unknown 4 7 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/postarchbridge/little_postarchbridge_5964_5_6v_small.jpg https://historicbridges.org/unitedkingdom/postarchbridge/little_postarchbridge_5964_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/postarchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.594369,-3.911264
7482 North Bridge This is a beautiful arch bridge that has a detailed cast iron facade. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal hingeless deck arch, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by Blyth and Westland. 55.952223 -3.188563 A7 Edinburgh Waverley Railway Station and Market Street Edinburgh City of Edinburgh, Scotland Scotland United Kingdom Metal Hingeless Deck Arch Fixed 0 3 0 0 1897 0 Sir William Arrol and Company of Glasgow, Scotland Blyth and Westland 8 8 175 53.34 525 160.02 51 15.54 https://historicbridges.org/unitedkingdom/northbridge/little_northbridge_5816_small.jpg https://historicbridges.org/unitedkingdom/northbridge/little_northbridge_5816.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/northbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.952223,-3.188563
7483 Foy Bridge H. C. C. Bridge Number 328 Hidden in the countryside is this classic suspension footbridge with finials on the towers. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Rowell and Company of Westminster, England. 51.952835 -2.576809 Pedestrian Walkway River Wye (Afon Gwy) Ross-on-Wye West Midlands, England England United Kingdom Metal Pony Truss Stiffening Wire Cable Stringer (Multi-Beam) Fixed 0 1 Metal Double-Intersection Warren Rivet-Connected Pony Truss 0 0 0 0 Unknown Rowell and Company of Westminster, England 7 7 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/riverwyefootbridge/little_riverwyefootbridge_9981_small.jpg https://historicbridges.org/unitedkingdom/riverwyefootbridge/little_riverwyefootbridge_9981.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/riverwyefootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.952835,-2.576809
7484 Leon Street Bridge Gatesville Bridge Built by the notable George E. King Bridge Company, this bridge has been closed to traffic, but remains open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. 31.432843 -97.761669 Leon Street Leon River Gatesville Coryell County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1904 0 George E. King Bridge Company of Des Moines, Iowa 7 7 136 41.45 141 42.98 14.8 4.51 https://historicbridges.org/texas/gatesvillebridge/little_gatesvillebridge_9243_small.jpg https://historicbridges.org/texas/gatesvillebridge/little_gatesvillebridge_9243.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/gatesvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.432843,-97.761669
7485 Clifton Railroad Bridge This is a traditional riveted railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 31.795551 -97.578464 Railroad (BNSF) North Bosque River and Riverside Drive Clifton Bosque County, Texas Texas United States Metal Through Girder Fixed 0 5 0 0 0 0 Unknown 2 3 80 24.38 372 113.39 0 0 https://historicbridges.org/texas/cliftonrailroadbridge/little_cliftonrailroadbridge_0798_799_800vib_small.jpg https://historicbridges.org/texas/cliftonrailroadbridge/little_cliftonrailroadbridge_0798_799_800vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cliftonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.795551,-97.578464
7486 Cambridge Railway Bridge Galt Trestle Bridge, Grand River Viaduct This large railway truss bridge sits on handsome stone piers, and even has a stone arch approach span at the end. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 43.367671 -80.319873 Railroad (Canadian Pacific) Grand River Cambridge Waterloo Region, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 8 5 Stone Semicircular Deck Arch Fixed 0 0 1931 0 Unknown 7 8 150 45.72 1028.9 313.61 0 0 https://historicbridges.org/ontario/grandrivergalt/little_20200824_194423_small.jpg https://historicbridges.org/ontario/grandrivergalt/little_20200824_194423.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/grandrivergalt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.367671,-80.319873
7487 Jewel Bridge This outstanding heritage bridge its noted for its rare ribbed arch design, with the center of the deck supported by t-beams. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 44.652278 -81.245861 Jewel Bridge Road Sauble River South Bruce Peninsula Bruce County, Ontario Ontario Canada Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 9 0 0 0 0 0 0 https://historicbridges.org/ontario/jewelbridge/little_20200822_145901_small.jpg https://historicbridges.org/ontario/jewelbridge/little_20200822_145901.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jewelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.652278,-81.245861
7488 10th Line Bridge This concrete bowstring arch bridge is noted for its small size. The technical description of the main or most noteworthy span of the bridge is a concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 43.774531 -80.045950 10th Line West Credit River Erin Wellington County, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/10thlineerinwestcredit/little_20200821_192547_small.jpg https://historicbridges.org/ontario/10thlineerinwestcredit/little_20200821_192547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/10thlineerinwestcredit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.774531,-80.045950
7489 Allenford Road Bridge This t-beam bridge is noted for its long spans and also its unusually large, deep t-beams.  The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.634194 -81.184834 Allenford Road Sauble River South Bruce Peninsula Bruce County, Ontario Ontario Canada Concrete T-Beam Fixed 0 3 0 0 0 0 Unknown 5 6 50 15.24 150 45.72 0 0 https://historicbridges.org/ontario/allenfordroadsaublebridge/little_20200822_163828_small.jpg https://historicbridges.org/ontario/allenfordroadsaublebridge/little_20200822_163828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/allenfordroadsaublebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.634194,-81.184834
7490 Palgrave Railway Bridge 1 This handsome stone arch bridge is noted for its width and dated keystone. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.943325 -79.839521 Railroad (Caledon Trailway Rail-Trail) Upper Humber River Caledon (Palgrave) Peel Region, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 1889 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/palgravearch/little_20200815_170734_small.jpg https://historicbridges.org/ontario/palgravearch/little_20200815_170734.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/palgravearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.943325,-79.839521
7491 Palgrave Railway Bridge 2 This is one of two small stone arch railway bridges in this area. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.936057 -79.843004 Railroad (Caledon Trailway Rail-Trail) Upper Humber River Tributary Caledon (Palgrave) Peel Region, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 1889 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/ontario/palgravearch2/little_20200815_174755_small.jpg https://historicbridges.org/ontario/palgravearch2/little_20200815_174755.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/palgravearch2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.936057,-79.843004
7492 I-10 North Frontage Road Bridge TX-27 Bridge This state standard through truss bridge also features a series of steel stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Word and Worrell of Fort Worth, Texas. The bridge was primarily designed by Texas Highway Department. 30.426165 -99.679648 I-10 North Frontage Road Johnson Fork Creek Rural Kimble County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 6 2 Metal Stringer (Multi-Beam) Fixed 0 8 1938 0 Word and Worrell of Fort Worth, Texas Texas Highway Department 6 7 120 36.58 666 203 23.6 7.19 https://historicbridges.org/texas/johnsonforkcreekbridge/little_johnsonforkcreekbridge_0264_small.jpg https://historicbridges.org/texas/johnsonforkcreekbridge/little_johnsonforkcreekbridge_0264.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/johnsonforkcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.426165,-99.679648
7493 Labatt Bridge Relocated and preserved on a trail system, this is a notable three span pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 29.141714 -98.182375 El Camino Real de los Tejas National Historic Trail Seguin Branch Floresville Wilson County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 3 0 0 1914 2007 Unknown 6 6 95 28.96 285 86.87 14 4.27 https://historicbridges.org/texas/labattbridge/little_labattbridge_1581_small.jpg https://historicbridges.org/texas/labattbridge/little_labattbridge_1581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/labattbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.141714,-98.182375
7494 McQueeney Railroad Bridge This bridge features a main span that was replaced in 1949, while the approach spans remain original, dating to 1899. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal rivet-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York (1949 Span). 29.592590 -98.038397 Railroad (Union Pacific) Guadalupe River, Hot Shot Lane, and McQueeney Road McQueeney Guadalupe County, Texas Texas United States Metal Modified Polygonal Warren Rivet-Connected Through Truss Fixed 9 1 Metal Pratt Pin-Connected Through Truss Fixed 6 0 1899 1949 American Bridge Company of New York, New York (1949 Span) 6 6 240 73.15 1108 337.72 0 0 https://historicbridges.org/texas/mcqueeneyrailroadbridge/little_mcqueeneyrailroadbridge_2295_6_7vib_small.jpg https://historicbridges.org/texas/mcqueeneyrailroadbridge/little_mcqueeneyrailroadbridge_2295_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mcqueeneyrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.592590,-98.038397
7495 CR-456 Bridge Coupland Bridge This rare pin-connected Parker truss highway bridge has been preserved in place for vehicular use. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 30.469733 -97.381835 CR-456 Brushy Creek Rural Williamson County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 8 1 0 0 1912 2019 Unknown 7 7 136 41.45 140 42.67 15.7 4.79 https://historicbridges.org/texas/brushycreekbridge/little_brushycreekbridge_2516_7_8r_small.jpg https://historicbridges.org/texas/brushycreekbridge/little_brushycreekbridge_2516_7_8r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brushycreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.469733,-97.381835
7496 CR-114 Bridge Preserved in place for vehicular use, this bridge is noted for its early use of bolted connections and its distinctive sway bracing design. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.983670 -99.149133 CR-114 Turkey Creek Rural Brown County, Texas Texas United States Metal Pratt Bolt-Connected Through Truss Fixed 8 1 0 0 1916 2011 Unknown 6 7 130 39.62 132 40.23 13.8 4.21 https://historicbridges.org/texas/turkeycreekbridge/little_turkeycreekbridge_4909_small.jpg https://historicbridges.org/texas/turkeycreekbridge/little_turkeycreekbridge_4909.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/turkeycreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.983670,-99.149133
7497 Old Pecan Grove Road Bridge This bridge is noted as a rare surviving parallel chord Warren through truss bridge in Texas that is still open to vehicular traffic. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 31.202182 -98.712751 Old Pecan Grove Road (CR-110) (Goran Lane) San Saba River San Saba San Saba County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 4 1937 2011 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 5 7 125 38.1 218 66.45 17.7 5.39 https://historicbridges.org/texas/oldpecangroveroadbridge/little_oldpecangroveroadbridge_8019_20_21r_small.jpg https://historicbridges.org/texas/oldpecangroveroadbridge/little_oldpecangroveroadbridge_8019_20_21r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldpecangroveroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.202182,-98.712751
7498 Winchell Bridge This large multi-span through truss bridge was bypassed and abandoned in 1987. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 31.467907 -99.162171 US-377 (Abandoned Alignment) Colorado River Rural McCulloch County, Texas and Brown County, Texas Texas United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Camelback Rivet-Connected Through Truss Fixed 6 2 1932 0 Austin Bridge Company of Dallas, Texas 6 7 200 60.96 840 256.03 18 5.49 https://historicbridges.org/texas/winchellbridge/little_winchellbridge_6212_3_4vib_small.jpg https://historicbridges.org/texas/winchellbridge/little_winchellbridge_6212_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/winchellbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.467907,-99.162171
7499 Comal River Railroad Bridge This railroad bridge appears to have some very old riveted repairs made to strengthen the bridge. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 29.708170 -98.129010 Railroad (Union Pacific) Comal River New Braunfels Comal County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1901 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 5 6 129 39.32 211 64.31 0 0 https://historicbridges.org/texas/newbraunfelsrailroad2/little_newbraunfelsrailroad2_0610_small.jpg https://historicbridges.org/texas/newbraunfelsrailroad2/little_newbraunfelsrailroad2_0610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/newbraunfelsrailroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.708170,-98.129010
7500 Bull Creek Bridge This unique bridge is noted for having pony truss spans of three different sizes, all arranged symmetrically. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. 31.471190 -99.418008 CR-220 Bull Creek Rural Coleman County, Texas Texas United States Metal Warren Rivet-Connected Pony Truss Fixed 8 3 Metal Warren Rivet-Connected Pony Truss Fixed 6 2 1924 0 Austin Bridge Company of Dallas, Texas 6 7 71 21.64 298 90.83 15 4.57 https://historicbridges.org/texas/bullcreekbridge/little_bullcreekbridge_5479_small.jpg https://historicbridges.org/texas/bullcreekbridge/little_bullcreekbridge_5479.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bullcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.471190,-99.418008
7501 Eliasville Bridge This abandoned truss bridge was bypassed by a replacement bridge a very long time ago back in 1958. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Manufacturing Company of Fort Worth, Texas . 32.976514 -98.739554 FM-701 (Abandoned Alignment) Clear Fork Brazos River Rural Young County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1928 0 American Manufacturing Company of Fort Worth, Texas 6 6 120 36.58 0 0 14 4.27 https://historicbridges.org/texas/eliasvillebridge/little_eliasvillebridge_3442_small.jpg https://historicbridges.org/texas/eliasvillebridge/little_eliasvillebridge_3442.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/eliasvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.976514,-98.739554
7502 CR-444 Bridge This bridge, bypassed and abandoned with approach spans removed, is noted for its two surviving pony truss spans, each of a different design. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 31.879370 -99.278096 CR-444 (Abandoned Alignment) Jim Ned Creek Rural Coleman County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 6 1 Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 5 5 1936 0 Unknown 6 6 101 30.78 246 74.98 15 4.57 https://historicbridges.org/texas/jimnedcreekbridge/little_jimnedcreekbridge_5440_1_2r_small.jpg https://historicbridges.org/texas/jimnedcreekbridge/little_jimnedcreekbridge_5440_1_2r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/jimnedcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.879370,-99.278096
7503 Burkett Bridge Pecan Bayou Bridge This state standard through truss also includes a series of t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by McCall-Moore Engineering Company of Waco, Texas. The bridge was primarily designed by Texas Highway Department. 31.996191 -99.229367 CR-170 (Bayou Street) Pecan Bayou Burkett Coleman County, Texas Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Concrete T-Beam Fixed 0 22 1922 0 McCall-Moore Engineering Company of Waco, Texas Texas Highway Department 6 6 150 45.72 755 230.12 17 5.18 https://historicbridges.org/texas/pecanbayoubridge/little_pecanbayoubridge_5080_small.jpg https://historicbridges.org/texas/pecanbayoubridge/little_pecanbayoubridge_5080.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/pecanbayoubridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.996191,-99.229367
7504 CR-412 Bridge This classic pin-connected pony truss is somewhat uncommon in Texas. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 31.173709 -99.227166 CR-412 (Abandoned Alignment) Onion Creek Rural McCulloch County, Texas Texas United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 7 65 19.81 65 19.81 0 0 https://historicbridges.org/texas/oldonioncreekbridge/little_oldonioncreekbridge_8802_small.jpg https://historicbridges.org/texas/oldonioncreekbridge/little_oldonioncreekbridge_8802.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/oldonioncreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.173709,-99.227166
7505 Harkeyville Railroad Bridge This traditional railroad pin-connected through truss bridge sits next to US-190 allowing many people to view it. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 31.211589 -98.799367 Railroad (Central Texas and Colorado River Railway) San Saba River Rural San Saba County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 1911 Unknown 6 6 175 53.34 1015 309.37 0 0 https://historicbridges.org/texas/harkeyvillerailroadbridge/little_harkeyvillerailroadbridge_8469_70_71vib_small.jpg https://historicbridges.org/texas/harkeyvillerailroadbridge/little_harkeyvillerailroadbridge_8469_70_71vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/harkeyvillerailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.211589,-98.799367
7506 Brady Bridge Brady Creek Bridge This outstanding representative example of a continuous steel stringer bridge in Texas is noted for its lack of alteration and association with Depression era relief funds. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily designed by Texas Highway Department. 31.137962 -99.334880 US-377 and US-190 (Bridge Street) Brady Creek Brady McCulloch County, Texas Texas United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 1 1939 0 Texas Highway Department 4 6 90 27.43 272 82.91 40 12.19 https://historicbridges.org/texas/bradybridge/little_bradybridge_8880_small.jpg https://historicbridges.org/texas/bradybridge/little_bradybridge_8880.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bradybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.137962,-99.334880
7507 Walpole Antique Farm Machinery Association Bridge Jarvis Bridge This excellent example of a riveted Warren pony truss bridge was relocated from an unknown previous location to the grounds of the Walpole Antique Farm Machinery Association. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.880573 -80.115198 Private Drive Drain Jarvis Haldimand County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 50 15.24 50 15.24 0 0 https://historicbridges.org/ontario/jarvis/little_edblasinski-ponytrussbridge21_small.jpg https://historicbridges.org/ontario/jarvis/little_edblasinski-ponytrussbridge21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jarvis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.880573,-80.115198
7508 Muenster City Park Bridge This riveted pony truss bridge was moved from an unknown previous location to this park setting The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 33.646739 -97.381140 Pedestrian Walkway Brushy Elm Creek Muenster Cooke County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 5 5 70 21.34 70 21.34 12 3.66 https://historicbridges.org/texas/muenster/little_muenster_6724_small.jpg https://historicbridges.org/texas/muenster/little_muenster_6724.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/muenster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.646739,-97.381140
7509 Fisher Run Road Bridge Catawissa Creek Bridge This notable pin-connected Parker truss bridge was lucky to receive a rehabilitation for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 220.2 ft (67.12 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.963292 -76.372357 Fisher Run Road (TR-468) Catawissa Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 11 1 0 0 1903 2014 Nelson and Buchanan of Chambersburg, Pennsylvania 7 7 220.2 67.12 227 69.19 13.5 4.11 https://historicbridges.org/pennsylvania/catawissacreekbridge/little_catawissacreekbridge_3262_small.jpg https://historicbridges.org/pennsylvania/catawissacreekbridge/little_catawissacreekbridge_3262.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/catawissacreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.963292,-76.372357
7510 Little Mexico Bridge This pin-connected through highway truss bridge is noted for its handsome railing and as a product of the notable Owego Bridge Company.. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 40.873633 -76.942368 Little Mexico Road (PA-1013) Penns Creek Rural Snyder County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1905 2007 Owego Bridge Company of Owego, New York 6 7 126 38.4 262 79.86 17.4 5.3 https://historicbridges.org/pennsylvania/littlemexicobridge/little_littlemexicobridge_1237_8_9vr_small.jpg https://historicbridges.org/pennsylvania/littlemexicobridge/little_littlemexicobridge_1237_8_9vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/littlemexicobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.873633,-76.942368
7511 Rattlesnake Road Bridge This abandoned bridge retains the unique railing of the York Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 40.743150 -76.624132 Rattlesnake Road (TR-480) Mahanoy Creek Rural Northumberland County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1910 0 York Bridge Company of York, Pennsylvania 7 7 113 34.44 115 35.05 0 0 https://historicbridges.org/pennsylvania/rattlesnakeroadbridge/little_rattlesnakeroadbridge_2755_small.jpg https://historicbridges.org/pennsylvania/rattlesnakeroadbridge/little_rattlesnakeroadbridge_2755.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rattlesnakeroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.743150,-76.624132
7512 Reed Road Bridge This is a small example of a concrete closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by C. F. Schwab. 40.726194 -82.743187 Reed Road (TR-170) Olentangy River Rural Crawford County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1928 0 C. F. Schwab 5 5 30 9.14 30.8 9.39 16.7 5.09 https://historicbridges.org/ohio/reedrd/little_rick-img_5616_small.jpg https://historicbridges.org/ohio/reedrd/little_rick-img_5616.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/reedrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.726194,-82.743187
7513 Washington Street Bridge The trusses of this rare Scherzer rolling lift highway bascule bridge was retained as a non-functional decorations when the bridge was replaced. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohio. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.646664 -83.536606 Washington Street Swan Creek Toledo Lucas County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1920 2012 Toledo Bridge and Crane Company of Toledo, Ohio Scherzer Rolling Lift Bridge Company of Chicago, Illinois 6 6 85 25.91 109 33.22 29 8.84 https://historicbridges.org/ohio/washingtontoledo/little_rick-img_5635_small.jpg https://historicbridges.org/ohio/washingtontoledo/little_rick-img_5635.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/washingtontoledo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.646664,-83.536606
7514 South Saugeen River Railway Bridge This heavy duty former Canadian Pacific Railway Walkerton Branch bridge now serves as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.141457 -81.039617 Railroad (Hanover Community Rail-Trail) South Saugeen River Hanover Grey County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/hanovertrail3/little_20200905_150203_small.jpg https://historicbridges.org/ontario/hanovertrail3/little_20200905_150203.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hanovertrail3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.141457,-81.039617
7515 Wellington Road 6 Bethel Creek Bridge This riveted pony truss is noted for its 30-40 degree skew. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Hamilton Bridge Company of Hamilton, Ontario. 43.949639 -80.765667 CR-6 (Wellington 6) Bethel Creek Minto and Wellington North Wellington County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1953 0 Hamilton Bridge Company of Hamilton, Ontario 5 6 65 19.81 65 19.81 0 0 https://historicbridges.org/ontario/wellingtonroad6bethel/little_20200918_150545_small.jpg https://historicbridges.org/ontario/wellingtonroad6bethel/little_20200918_150545.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wellingtonroad6bethel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.949639,-80.765667
7516 North Line Saugeen River Bridge Bridge G-038 This is a simple, but unaltered example of a concrete arch bridge, an uncommon bridge type in this region. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.207694 -80.758083 North Line Saugeen River West Grey (Glenelg) Grey County, Ontario Ontario Canada Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 6 6 46 14.02 0 0 0 0 https://historicbridges.org/ontario/northlinesaugeen/little_20200905_165858_small.jpg https://historicbridges.org/ontario/northlinesaugeen/little_20200905_165858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northlinesaugeen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.207694,-80.758083
7517 Allan Park Camp Creek Bridge This bridge has railing post designs that are found on earlier 1930s rigid-frame bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.167056 -80.932917 CR-4 Camp Creek West Grey Grey County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1934 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/allenparkcamp/little_20200905_155312_small.jpg https://historicbridges.org/ontario/allenparkcamp/little_20200905_155312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/allenparkcamp/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.167056,-80.932917
7518 Haw Creek Road Bridge Bypassed and abandoned, this bridge includes both a through and a pony truss span. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 29.979678 -96.656747 Haw Creek Road (CR-182) Cummins Creek Rural Fayette County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Pratt Pin-Connected Full-Slope Pony Truss 4 2 0 0 Unknown 7 7 100 30.48 247 75.29 11.8 3.6 https://historicbridges.org/texas/hawcreekroadbridge/little_hawcreekroadbridge_1451_2_3vib_small.jpg https://historicbridges.org/texas/hawcreekroadbridge/little_hawcreekroadbridge_1451_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hawcreekroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.979678,-96.656747
7519 Brewster Road Bridge This small riveted Warren pony truss resting on deteriorating abutments is hidden back on a long-abandoned road. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.235399 -79.197565 Brewster Road Pefferlaw Brook Uxbridge Township Durham Region, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/brewster/little_2808862142_35ff74199d_o_small.jpg https://historicbridges.org/ontario/brewster/little_2808862142_35ff74199d_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/brewster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.235399,-79.197565
7520 Crane Lane Bridge This multi-span pony truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 29.923190 -97.679304 Crane Lane (CR-300, Old US-183) Plum Creek Rural Caldwell County, Texas Texas United States Metal Warren Rivet-Connected Pony Truss Fixed 10 2 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/texas/cranelane/little_cranelane_8210_1_2vib_small.jpg https://historicbridges.org/texas/cranelane/little_cranelane_8210_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cranelane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.923190,-97.679304
7521 CR-213 Bridge This is a relatively simple example of a riveted polygonal Warren pony truss composed of rolled members. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 29.532580 -96.899564 CR-213 Mixon Creek Rural Lavaca County, Texas Texas United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1936 0 Unknown 5 5 80 24.38 82 24.99 12 3.66 https://historicbridges.org/texas/mixoncreekbridge/little_mixoncreekbridge_0377_8_9r_small.jpg https://historicbridges.org/texas/mixoncreekbridge/little_mixoncreekbridge_0377_8_9r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mixoncreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.532580,-96.899564
7522 Coufal Road Bridge This small pony truss has been bypassed and abandoned, and has steel bents added to support it. The technical description of the main or most noteworthy span of the bridge is a metal bolt-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 29.951026 -96.647885 Coufal Road Cummins Creek Tributary Rural Fayette County, Texas Texas United States Metal Warren Bolt-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/texas/coufalroadbridge/little_coufalroadbridge_1268_small.jpg https://historicbridges.org/texas/coufalroadbridge/little_coufalroadbridge_1268.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/coufalroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.951026,-96.647885
7524 La Grange Railroad Bridge This multi-span railroad through truss bridge was built by the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 29.905026 -96.889797 Railroad (Union Pacific) Colorado River La Grange Fayette County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 8 2 Metal Pratt Rivet-Connected Through Truss Fixed 5 0 1906 0 King Bridge Company of Cleveland, Ohio 7 7 198 60.35 841 256.34 0 0 https://historicbridges.org/texas/lagrangerailroad/little_lagrangerailroad_1529_30_31vib_small.jpg https://historicbridges.org/texas/lagrangerailroad/little_lagrangerailroad_1529_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lagrangerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.905026,-96.889797
7525 New Braunfels Railroad Bridge This is a multi-span plate girder of traditional design. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 29.698710 -98.107619 Railroad (Union Pacific) Guadalupe River New Braunfels Comal County, Texas Texas United States Metal Deck Girder Fixed 0 7 0 0 1925 0 Unknown 4 5 100 30.48 530 161.54 0 0 https://historicbridges.org/texas/newbraunfelsrailroad1/little_newbraunfelsrailroad1_0127_8_9vib_small.jpg https://historicbridges.org/texas/newbraunfelsrailroad1/little_newbraunfelsrailroad1_0127_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/newbraunfelsrailroad1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.698710,-98.107619
7526 Main Street Bridge This impressive two-span concrete bowstring arch bridge has been preserved as a centerpiece of downtown Cambridge. The technical description of the main or most noteworthy span of the bridge is a 96.8 ft (29.5 m) concrete Rainbow through arch, fixed. The bridge was primarily built by W. H. Yates Construction Company of Hamilton, Ontario. The bridge was primarily designed by Archibald B. Crealock of Toronto, Ontario. 43.358972 -80.316011 Main Street (RR-27) Grand River Cambridge Waterloo Region, Ontario Ontario Canada Concrete Rainbow Through Arch Fixed 0 2 0 0 1953 0 W. H. Yates Construction Company of Hamilton, Ontario Archibald B. Crealock of Toronto, Ontario 8 8 96.8 29.5 195.5 59.59 36 10.97 https://historicbridges.org/ontario/cambridgemain/little_edblasinski-mainstbridge5_small.jpg https://historicbridges.org/ontario/cambridgemain/little_edblasinski-mainstbridge5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cambridgemain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358972,-80.316011
7527 Chesapeake and Delaware Canal Railroad Bridge This large lift bridge is the only railroad bridge over this canal. The technical description of the main or most noteworthy span of the bridge is a 548 ft (167.03 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Ingalls Iron Works of Birmingham, Alabama. The bridge was primarily designed by Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri. 39.543330 -75.703100 Railroad (Delmarva Central Railroad) Chesapeake and Delaware Canal (C&D Canal) Summit Bridge New Castle County, Delaware Delaware United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 16 1 0 0 1965 0 Ingalls Iron Works of Birmingham, Alabama Howard, Needles, Tammen and Bergendorff of Kansas City, Missouri 6 6 548 167.03 980 298.7 0 0 https://historicbridges.org/delaware/canddcanalrailroadbridge/little_canddcanalrailroadbridge_1498_small.jpg https://historicbridges.org/delaware/canddcanalrailroadbridge/little_canddcanalrailroadbridge_1498.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/canddcanalrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.543330,-75.703100
7528 St. Georges Bridge This large through arch bridge is the oldest bridge over the Chesapeake and Delaware Canal in the state. The technical description of the main or most noteworthy span of the bridge is a 539.7 ft (164.5 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Parsons, Klapp, Brinckerhoff and Douglas of New York, New York. 39.552712 -75.651185 US-13 (Dupont Parkway) Chesapeake and Delaware Canal (C&D Canal) St. Georges New Castle County, Delaware Delaware United States Metal Solid Ribbed Tied Through Arch Fixed 15 1 Metal Deck Girder Fixed 0 41 1941 1991 Phoenix Bridge Company of Phoenixville, Pennsylvania Parsons, Klapp, Brinckerhoff and Douglas of New York, New York 7 7 539.7 164.5 4209 1282.9 50 15.24 https://historicbridges.org/delaware/stgeorgesbridge/little_stgeorgesbridge_1780_small.jpg https://historicbridges.org/delaware/stgeorgesbridge/little_stgeorgesbridge_1780.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/stgeorgesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.552712,-75.651185
7529 Summit Bridge This large high level truss bridge is also noted for its fairly wide roadway width. The technical description of the main or most noteworthy span of the bridge is a 600 ft (182.88 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 39.541386 -75.738166 DE-71 and DE-896 Chesapeake and Delaware Canal (C&D Canal) Summit Bridge New Castle County, Delaware Delaware United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 20 3 Metal Stringer (Multi-Beam) Fixed 0 Cantilever 6 1959 1987 American Bridge Company of New York, New York John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 6 6 600 182.88 2058 627.28 58.4 17.8 https://historicbridges.org/delaware/summitbridge/little_summitbridge_1453_small.jpg https://historicbridges.org/delaware/summitbridge/little_summitbridge_1453.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/summitbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.541386,-75.738166
7530 Chesapeake City Bridge This large historic arch bridge is the only bridge over the Chesapeake and Delaware Canal within Maryland. The technical description of the main or most noteworthy span of the bridge is a 540 ft (164.59 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Parsons, Brinckerhoff, Hogan, and Macdonald of New York, New York. 39.529174 -75.813890 MD-213 Chesapeake and Delaware Canal (C&D Canal) Chesapeake City Cecil County, Maryland Maryland United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Deck Girder Fixed 0 32 1948 1978 American Bridge Company of New York, New York Parsons, Brinckerhoff, Hogan, and Macdonald of New York, New York 7 7 540 164.59 3955 1205.48 24.6 7.5 https://historicbridges.org/maryland/chesapeakecitybridge/little_chesapeakecitybridge_1077_small.jpg https://historicbridges.org/maryland/chesapeakecitybridge/little_chesapeakecitybridge_1077.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/chesapeakecitybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.529174,-75.813890
7531 Croton Gorge Park Bridge Sitting in the shadow of the beautiful New Croton Dam is this truly unique solid plate arch bridge, together forming a unique historic setting. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal hingeless deck arch, fixed. The bridge was primarily built by Unknown. 41.226581 -73.858153 Croton Gorge Park Road Croton River Rural Westchester County, New York New York United States Metal Hingeless Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 7 150 45.72 152 46.33 19.4 5.91 https://historicbridges.org/newyork/crotondamandgorgeparkbridge/little_crotondamandgorgeparkbridge_9724_small.jpg https://historicbridges.org/newyork/crotondamandgorgeparkbridge/little_crotondamandgorgeparkbridge_9724.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/crotondamandgorgeparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.226581,-73.858153
7532 ! Plum Brook Road Bridge This bridge is noted for its unique portal bracing design and its handsome abutments. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.298884 -73.695145 Plum Brook Road Muscoot Reservoir Rural Westchester County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1904 1942 American Bridge Company of New York, New York 7 7 105 32 107 32.61 18.7 5.7 https://historicbridges.org/newyork/plumbrookroadbridge/little_plumbrookroadbridge_6295_small.jpg https://historicbridges.org/newyork/plumbrookroadbridge/little_plumbrookroadbridge_6295.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/plumbrookroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.298884,-73.695145
7533 Washington Park Bridge Lake Bridge This beautiful arched pedestrian bridge with beautiful ornamentation and riveted construction is a centerpiece for the park. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal hingeless combination (half-deck/through) arch, fixed. The bridge was primarily built by Unknown. 42.657965 -73.773724 Pedestrian Walkway Washington Park Lake Albany Albany County, New York New York United States Metal Hingeless Combination (Half-Deck/Through) Arch Fixed 0 1 0 0 1875 2015 Unknown 9 9 100 30.48 100 30.48 8 2.44 https://historicbridges.org/newyork/lakebridge/little_lakebridge_6349_small.jpg https://historicbridges.org/newyork/lakebridge/little_lakebridge_6349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.657965,-73.773724
7534 Cheshire Bridge This state line bridge consists of an attractive trio of rare Pennsylvania through truss spans, with relatively short span lengths for this truss configuration. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 43.260409 -72.427186 VT-11 and NH-11 Connecticut River Charlestown Sullivan County, New Hampshire and Windsor County, Vermont New Hampshire and Vermont United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 10 3 0 0 1930 1992 McClintic-Marshall Company of Pittsburgh, Pennsylvania 6 7 165 50.29 500 152.4 21 6.4 https://historicbridges.org/vermont/cheshirebridge/little_cheshirebridge_4594_small.jpg https://historicbridges.org/vermont/cheshirebridge/little_cheshirebridge_4594.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/cheshirebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.260409,-72.427186
7535 West Woodstock Bridge This rare pin-connected Pennsylvania through truss bridge has been altered with the addition of a load-bearing arch. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 43.614287 -72.542840 Mill Road Ottauquechee River Woodstock Windsor County, Vermont Vermont United States Metal Pennsylvania Pin-Connected Through Truss Fixed 12 1 0 0 1900 2002 Groton Bridge Company of Groton, New York 7 8 173 52.73 178 54.25 13.5 4.11 https://historicbridges.org/vermont/westwoodstockbridge/little_westwoodstockbridge_3604_small.jpg https://historicbridges.org/vermont/westwoodstockbridge/little_westwoodstockbridge_3604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/westwoodstockbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.614287,-72.542840
7536 Paddock Road Bridge Gould's Mill Bridge This bridge was originally built to carry a combination of highway and railroad traffic, and is noted for its heavy skew. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. 43.271071 -72.454024 Paddock Road Black River Rural Windsor County, Vermont Vermont United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 1929 0 Boston Bridge Works of Boston, Massachusetts 6 6 160 48.77 164 49.99 22.6 6.89 https://historicbridges.org/vermont/paddockroadbridge/little_paddockroadbridge_4870_1_2vr_small.jpg https://historicbridges.org/vermont/paddockroadbridge/little_paddockroadbridge_4870_1_2vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vermont/paddockroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.271071,-72.454024
7537 Lancaster Mennonite School Bridge Iron Bridge This bridge is an extremely rare surviving example of a bridge built by the notable Variety Iron Works. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Variety Iron Works of Cleveland, Ohio. 40.025645 -76.226153 Mennonite School Road Mill Creek Lancaster Lancaster County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1890 0 Variety Iron Works of Cleveland, Ohio 8 8 117 35.66 120 36.58 14 4.27 https://historicbridges.org/pennsylvania/mennoniteschoolbridge/little_mennoniteschoolbridge_3064_5_6vr_small.jpg https://historicbridges.org/pennsylvania/mennoniteschoolbridge/little_mennoniteschoolbridge_3064_5_6vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mennoniteschoolbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.025645,-76.226153
7538 Long Hollow Road Bridge Located in a very rural location on a dead-end road is this beautiful truss bridge with handsome railing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.934606 -76.305432 Long Hollow Road (TR-367) Catawissa Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1905 0 Unknown 7 7 140 42.67 144 43.89 13 3.96 https://historicbridges.org/pennsylvania/longhollowroad/little_longhollowroad_2995_small.jpg https://historicbridges.org/pennsylvania/longhollowroad/little_longhollowroad_2995.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/longhollowroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.934606,-76.305432
7539 Happy Valley Road Bridge This classic King Bridge Company Pratt truss has been altered with the addition of a load-bearing arch. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.858106 -76.500101 Happy Valley Road (TR-802) South Branch Roaring Creek Rural Northumberland County, Pennsylvania and Columbia County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1887 1983 King Bridge Company of Cleveland, Ohio 7 7 73 22.25 76 23.16 14.8 4.51 https://historicbridges.org/pennsylvania/happyvalleyroadbridge/little_happyvalleyroadbridge_2884_small.jpg https://historicbridges.org/pennsylvania/happyvalleyroadbridge/little_happyvalleyroadbridge_2884.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/happyvalleyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.858106,-76.500101
7540 Millville Road Bridge This bridge is a rare surviving example of an earlier state standard through truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pennsylvania State Highway Department. 41.022215 -76.473658 Millville Road (PA-4009) Fishing Creek Bloomsburg Columbia County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 1 0 0 1930 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Pennsylvania State Highway Department 6 6 154 46.94 159 48.46 21.7 6.61 https://historicbridges.org/pennsylvania/fishingcreekpa4009bridge/little_fishingcreekpa4009bridge_3550_small.jpg https://historicbridges.org/pennsylvania/fishingcreekpa4009bridge/little_fishingcreekpa4009bridge_3550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fishingcreekpa4009bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.022215,-76.473658
7541 Zanesville Railroad Bridge This rare Strauss bascule bridge is separated from a number of through truss approach spans by a short section of land. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 39.940984 -82.012861 Railroad (Ohio Central Railroad) Muskingum River, Muskingum River Canal, and Linden Avenue Zanesville Muskingum County, Ohio Ohio United States Metal Through Girder Movable: Single Leaf Bascule Strauss Trunnion 0 1 Metal Warren Rivet-Connected Through Truss Fixed 6 5 1913 0 Unknown Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 8 8 85 25.91 756 230.43 0 0 https://historicbridges.org/ohio/zanesvillerailroadbridge1/little_zanesvillerailroadbridge1_6166_small.jpg https://historicbridges.org/ohio/zanesvillerailroadbridge1/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zanesvillerailroadbridge1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.940984,-82.012861
7543 Zanesville Railroad Bridge 2 This multi-span bridge features through truss spans over the river and a deck plate girder swing bridge over the canal. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 39.938436 -82.010516 Railroad (Ohio Central Railroad) Muskingum River and Muskingum River Canal Zanesville Muskingum County, Ohio Ohio United States Metal Deck Girder Movable: Swing Center Pier 0 1 Metal Warren Rivet-Connected Through Truss Fixed 6 5 0 0 Unknown 6 7 120 36.58 780 237.74 0 0 https://historicbridges.org/ohio/zanesvillerailroadbridge2/little_zanesvillerailroadbridge2_6481_2_3vib_small.jpg https://historicbridges.org/ohio/zanesvillerailroadbridge2/little_zanesvillerailroadbridge2_6481_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zanesvillerailroadbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.938436,-82.010516
7544 Licking River Railroad Bridge This is one of several through truss railroad bridges in Zanesville. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.947019 -82.023811 Railroad (Ohio Central Railroad) Licking River Zanesville Muskingum County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 2 0 0 0 0 Unknown 6 6 115 35.05 233 71.02 0 0 https://historicbridges.org/ohio/zanesvillerailroadbridge3/little_zanesvillerailroadbridge3_6679_80_81vr_small.jpg https://historicbridges.org/ohio/zanesvillerailroadbridge3/little_zanesvillerailroadbridge3_6679_80_81vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zanesvillerailroadbridge3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.947019,-82.023811
7545 Cassell "S" Bridge Peters Creek Bridge This small "S" stone arch bridge has been bypassed and preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.010380 -81.657433 Historic National Road Peters Creek Rural Guernsey County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1828 0 Unknown 8 8 28 8.53 130 39.62 0 0 https://historicbridges.org/ohio/peterscreeksbridge/little_peterscreeksbridge_5272_3_4vr_small.jpg https://historicbridges.org/ohio/peterscreeksbridge/little_peterscreeksbridge_5272_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/peterscreeksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.010380,-81.657433
7546 Salt Fork "S" Bridge Reinhart Road Bridge This impressive stone arch "S" bridge has been closed to traffic but remains open to pedestrians and is a National Historic Landmark. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.045220 -81.373972 Rhinehart Road (TR-75) (Historic National Road) Salt Fork Rural Guernsey County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1828 0 Unknown 9 9 40 12.19 55 16.76 26 7.92 https://historicbridges.org/ohio/saltforksbridge/little_saltforksbridge_8524_small.jpg https://historicbridges.org/ohio/saltforksbridge/little_saltforksbridge_8524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/saltforksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.045220,-81.373972
7547 Fox Run "S" Bridge New Concord Bridge This historic National Road "S" bridge stands out as particularly well preserved and the site retains some of the approaching brick roadway as well. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Benjamin Latrobe. 39.992906 -81.746234 Historic National Road Fox Run New Concord Muskingum County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1828 0 Unknown Benjamin Latrobe 8 8 0 0 140 42.67 0 0 https://historicbridges.org/ohio/foxcreeksbridge/little_foxcreeksbridge_5548_small.jpg https://historicbridges.org/ohio/foxcreeksbridge/little_foxcreeksbridge_5548.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/foxcreeksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.992906,-81.746234
7548 First Street Bridge This is the older and more significant of two very similar Strauss overhead counterweight bascule bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Boston Bridge Works of Boston, Massachusetts. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 42.362482 -71.078842 First Street (Edwin H. Land Boulevard Southbound) Broad Canal Cambridge Middlesex County, Massachusetts Massachusetts United States Metal Through Girder Movable: Single Leaf Bascule Strauss Trunnion 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1924 2000 Boston Bridge Works of Boston, Massachusetts Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 7 40 12.19 120 36.58 33 10.06 https://historicbridges.org/massachusetts/edwinhlandfirststreetbridge/little_edwinhlandfirststreetbridge_3073_small.jpg https://historicbridges.org/massachusetts/edwinhlandfirststreetbridge/little_edwinhlandfirststreetbridge_3073.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/edwinhlandfirststreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362482,-71.078842
7549 Edwin H. Land Boulevard Bridge Cambridge Parkway Bridge This is the newer and less significant of two very similar Strauss overhead counterweight bascule bridges at this location. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Unknown. 42.362424 -71.078369 Edwin H. Land Boulevard Northbound Broad Canal Cambridge Middlesex County, Massachusetts Massachusetts United States Metal Through Girder Movable: Single Leaf Bascule Strauss Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 3 1956 0 Unknown 6 6 60 18.29 175 53.34 32.2 9.81 https://historicbridges.org/massachusetts/edwinhlandblvdbridge/little_edwinhlandblvdbridge_2674_small.jpg https://historicbridges.org/massachusetts/edwinhlandblvdbridge/little_edwinhlandblvdbridge_2674.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/edwinhlandblvdbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362424,-71.078369
7550 Lechmere Viaduct East Cambridge Viaduct This large bridge has a rare and early Strauss trunnion bascule span, and equally significant ribbed concrete arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal Variable Depth deck girder, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania and Holbrook, Cabot and Rollins of Boston, Massachusetts. 42.367354 -71.068952 Railroad (MBTA Green Line) Charles River and Various Roads Cambridge and Boston Middlesex County, Massachusetts and Suffolk County, Massachusetts Massachusetts United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule Strauss Trunnion 0 1 Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 11 1910 2020 Pennsylvania Steel Company of Steelton, Pennsylvania and Holbrook, Cabot and Rollins of Boston, Massachusetts 7 8 129 39.32 1700 518.16 0 0 https://historicbridges.org/massachusetts/lechmereviaduct/little_lechmereviaduct_1741_2_3vib_small.jpg https://historicbridges.org/massachusetts/lechmereviaduct/little_lechmereviaduct_1741_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/lechmereviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.367354,-71.068952
7551 Echo Bridge This large stone arch bridge aqueduct was an impressive engineering feat for its time, and it has been beautifully preserved for use as a pedestrian crossing as well. The technical description of the main or most noteworthy span of the bridge is a 127.2 ft (38.77 m) stone Segmental deck arch, fixed. The bridge was primarily built by George W. Phelps of Springfield, Massachusetts. The bridge was primarily designed by Alphonse Fteley. 42.314819 -71.226994 Sudbury River Aqueduct and Pedestrian Walkway Charles River and Ellis Street Newton Middlesex County, Massachusetts and Norfolk County, Massachusetts Massachusetts United States Stone Segmental Deck Arch Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 6 1877 0 George W. Phelps of Springfield, Massachusetts Alphonse Fteley 8 9 127.2 38.77 475 144.78 0 0 https://historicbridges.org/massachusetts/echobridge/little_echobridge_0243_4_5vr_small.jpg https://historicbridges.org/massachusetts/echobridge/little_echobridge_0243_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/echobridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.314819,-71.226994
7552 Grand Junction Bridge This railroad plate girder bridge is positioned such that it passes under a highway bridge as it crosses the river. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.352696 -71.110240 Railroad (MBTA) Charles River Boston and Cambridge Suffolk County, Massachusetts and Middlesex County, Massachusetts Massachusetts United States Metal Through Girder Fixed 0 6 0 0 1928 0 Unknown 4 5 80 24.38 462 140.82 0 0 https://historicbridges.org/massachusetts/grandjunctionbridge/little_grandjunctionbridge_3328_small.jpg https://historicbridges.org/massachusetts/grandjunctionbridge/little_grandjunctionbridge_3328.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/grandjunctionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.352696,-71.110240
7553 ! Deans Bridge This pin-connected through truss is hidden away and abandoned, the road it served severed by I-684. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.336895 -73.658766 Deans Bridge Road Muscoot Reservoir (Croton River) Rural Westchester County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1904 1954 Unknown 7 7 125 38.1 129 39.32 18.7 5.7 https://historicbridges.org/newyork/deansbridgeroad/little_deansbridgeroad_6115_6_7vr_small.jpg https://historicbridges.org/newyork/deansbridgeroad/little_deansbridgeroad_6115_6_7vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/deansbridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.336895,-73.658766
7554 Quaker Bridge This bridge is noteworthy as a product of Dean and Westbrook, however it has been the victim of some very low quality repairs. The technical description of the main or most noteworthy span of the bridge is a 97.8 ft (29.81 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dean and Westbrook of New York, New York. 41.211977 -73.869108 Quaker Bridge Road Croton River Cortlandt Westchester County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1894 1994 Dean and Westbrook of New York, New York 7 7 97.8 29.81 101 30.78 15.4 4.69 https://historicbridges.org/newyork/quakerbridgeroadbridge/little_quakerbridgeroadbridge_9880_small.jpg https://historicbridges.org/newyork/quakerbridgeroadbridge/little_quakerbridgeroadbridge_9880.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/quakerbridgeroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.211977,-73.869108
7555 ! Newark Bay Bridge Vincent R. Casciano Memorial Bridge, Turnpike Extension Bridge This large high level bridge is adds interest to this extension of the New Jersey Turnpike, which connects to Bayonne. The technical description of the main or most noteworthy span of the bridge is a 671 ft (204.52 m) metal continuous rivet-connected Braced Ribbed through arch, fixed. The bridge was primarily built by Unknown. 40.696362 -74.121517 New Jersey Turnpike Extension (I-78) Newark Bay Newark and Bayonne Essex County, New Jersey and Hudson County, New Jersey New Jersey United States Metal Braced Ribbed Rivet-Connected Through Arch Fixed 18 Continuous 3 Metal Deck Girder Fixed 0 30 1955 0 Unknown 6 7 671 204.52 6170 1880.62 77 23.47 https://historicbridges.org/newjersey/newarkbaybridge/little_newarkbaybridge_0181_small.jpg https://historicbridges.org/newjersey/newarkbaybridge/little_newarkbaybridge_0181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/newarkbaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.696362,-74.121517
7556 Upper Hackensack Lift Bridge This mid 20th century bridge is located in a difficult to access combination of swampland and industrial development. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Unknown. 40.778056 -74.089918 Railroad (New Jersey Transit) Hackensack River Lyndhurst and Secaucus Hudson County, New Jersey and Bergen County, New Jersey New Jersey United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 8 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 0 1959 0 Unknown 6 6 220 67.06 723 220.37 0 0 https://historicbridges.org/newjersey/upperhackensackliftbridge/little_upperhackensackliftbridge_1915_small.jpg https://historicbridges.org/newjersey/upperhackensackliftbridge/little_upperhackensackliftbridge_1915.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/upperhackensackliftbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.778056,-74.089918
7557 Herndon Bypass Road Bridge This is a small through truss example of a state standard through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.731845 -76.794075 PA-3006 (Herndon Bypass Road) Mahanoy Creek Rural Northumberland County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1940 2001 Unknown Pennsylvania State Highway Department 5 5 153 46.63 158 48.16 24 7.32 https://historicbridges.org/pennsylvania/mahanoycreekpa3006/little_mahanoycreekpa3006_2101_small.jpg https://historicbridges.org/pennsylvania/mahanoycreekpa3006/little_mahanoycreekpa3006_2101.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahanoycreekpa3006/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.731845,-76.794075
7558 PA-61 Shamokin Creek Bridge An otherwise mundane urban road is made interesting by this state standard through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.859188 -76.775595 PA-61 (Market Street) Shamokin Creek Sunbury Northumberland County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1932 2013 Unknown Pennsylvania State Highway Department 5 6 154 46.94 158 48.16 33 10.06 https://historicbridges.org/pennsylvania/shamokincreekpa61/little_shamokincreekpa61_1726_small.jpg https://historicbridges.org/pennsylvania/shamokincreekpa61/little_shamokincreekpa61_1726.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shamokincreekpa61/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.859188,-76.775595
7559 Zaner Truss Bridge This state standard pony truss is noted as a rare example that still retains its original lattice railings. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.129626 -76.360193 Zaner Bridge Road (PA-1022) Fishing Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 8 1 0 0 1947 0 Unknown Pennsylvania State Highway Department 5 7 118 35.97 121 36.88 23.3 7.1 https://historicbridges.org/pennsylvania/zanerbridgetruss/little_zanerbridgetruss_4645_small.jpg https://historicbridges.org/pennsylvania/zanerbridgetruss/little_zanerbridgetruss_4645.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zanerbridgetruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.129626,-76.360193
7560 Zaner Plate Girder Bridge This state standard through plate girder is deteriorated, but noted for a lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.130258 -76.358763 Zaner Bridge Road (PA-1022) Fishing Creek Old Channel Rural Columbia County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1947 0 Unknown Pennsylvania State Highway Department 4 6 80 24.38 86 26.21 23 7.01 https://historicbridges.org/pennsylvania/zanerbridgegirder/little_zanerbridgegirder_4483_4_5vib_small.jpg https://historicbridges.org/pennsylvania/zanerbridgegirder/little_zanerbridgegirder_4483_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/zanerbridgegirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.130258,-76.358763
7561 Rohrsburg Road Bridge This is a graceful state standard through truss on a state highway. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.177157 -76.386927 Rohrsburg Road (PA-254) Fishing Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 9 1 0 0 1923 2001 Unknown Pennsylvania State Highway Department 5 5 113 34.44 118 35.97 24.3 7.41 https://historicbridges.org/pennsylvania/pa254bridge/little_pa254bridge_3790_small.jpg https://historicbridges.org/pennsylvania/pa254bridge/little_pa254bridge_3790.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa254bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.177157,-76.386927
7562 Stillwater Bridge This state standard pony truss is noted for its multi-span configuration and skew. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Anthracite Bridge Company. The bridge was primarily designed by Pennsylvania State Highway Department. 41.152661 -76.368574 PA-487 Fishing Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 9 2 0 0 1930 1976 Anthracite Bridge Company Pennsylvania State Highway Department 6 6 108 32.92 222 67.67 29 8.84 https://historicbridges.org/pennsylvania/stillwater/little_stillwater_4288_89_90vr_small.jpg https://historicbridges.org/pennsylvania/stillwater/little_stillwater_4288_89_90vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stillwater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.152661,-76.368574
7563 Bridge Street Bridge Piermont Bridge This is the oldest known surviving bascule bridge in the United States and the only known example in the country of a simple archaic draw bridge design. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal rivet-connected Double-Intersection Warren pony truss, movable: single leaf bascule. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.037472 -73.915973 Bridge Street Sparkill Creek Piermont Rockland County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule 4 1 Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 4 1 1880 0 King Bridge Company of Cleveland, Ohio 10 10 24 7.32 46 14.02 16.7 5.09 https://historicbridges.org/newyork/piermont/little_piermont_9385_6_7vr_small.jpg https://historicbridges.org/newyork/piermont/little_piermont_9385_6_7vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/piermont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.037472,-73.915973
7564 Bridge Street Bridge With ornate portal bracing, this is an extremely early surviving example of a Whipple truss bridge. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by New York Bridge Company of New York, New York. 41.511930 -73.949183 Bridge Street Fishkill Creek Beacon Dutchess County, New York New York United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 8 1 0 0 1879 0 New York Bridge Company of New York, New York 9 10 105 32 105 32 14.5 4.42 https://historicbridges.org/newyork/bridgestreetbeacon/little_bridgestreetbeacon_7588_89_90vib_small.jpg https://historicbridges.org/newyork/bridgestreetbeacon/little_bridgestreetbeacon_7588_89_90vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bridgestreetbeacon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.511930,-73.949183
7565 McKinley Street Bridge Market Street Industrial Park Bridge This bridge has the appearance of a fairly old pin-connected truss bridge that may have a complicated history. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.598611 -73.922957 McKinley Street Wappinger Creek Wappingers Falls Dutchess County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1887 0 Unknown 7 7 96 29.26 96 29.26 14 4.27 https://historicbridges.org/newyork/mckinleystreetbridge/little_mckinleystreetbridge_7579_80_81vib_small.jpg https://historicbridges.org/newyork/mckinleystreetbridge/little_mckinleystreetbridge_7579_80_81vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mckinleystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.598611,-73.922957
7566 Wilbur Bridge Rondout Bridge This impressive high level railroad bridge with a variety of span types is a unique landmark for the area. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.910910 -73.999456 Railroad (CSX) Rondout Creek Kingston Ulster County, New York New York United States Metal Parker Pin-Connected Through Truss Fixed 9 1 Metal Warren Rivet-Connected Deck Truss Fixed 6 0 1903 0 American Bridge Company of New York, New York 7 8 270 82.3 1227 373.99 0 0 https://historicbridges.org/newyork/wilburbridge/little_wilburbridge_3252_3_4vib_small.jpg https://historicbridges.org/newyork/wilburbridge/little_wilburbridge_3252_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wilburbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.910910,-73.999456
7567 Buffalo Creek Retreat Bridge Hubbard Valley Park Bridge This heavy duty through truss was moved and preserved and is a rare example of a highway Baltimore truss in Ohio. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 41.034935 -81.852597 Pedestrian Walkway Hubbard Creek Rural Medina County, Ohio Ohio United States Metal Baltimore Rivet-Connected Through Truss Fixed 14 1 0 0 1927 2004 Unknown 6 7 151 46.02 151 46.02 24 7.32 https://historicbridges.org/ohio/buffalocreekretreat/little_buffalocreekretreat_2821_small.jpg https://historicbridges.org/ohio/buffalocreekretreat/little_buffalocreekretreat_2821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/buffalocreekretreat/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.034935,-81.852597
7568 Victory Parkway Bridge This concrete deck arch bridge has a very ornate appearance. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Cincinnati, J. Robert Biedinger City Engineer. 39.119623 -84.487113 Victory Parkway (Eden Park Drive) Kemper Lane Cincinnati Hamilton County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 8 1917 1939 Unknown City of Cincinnati, J. Robert Biedinger City Engineer 7 7 180 54.86 362 110.34 40 12.19 https://historicbridges.org/ohio/victoryparkwaybridge/little_img_20190922_115519_small.jpg https://historicbridges.org/ohio/victoryparkwaybridge/little_img_20190922_115519.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/victoryparkwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.119623,-84.487113
7569 Market Street Bridge This attractive stone arch bridge is located in the heart of Canal Fulton. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily built by T. H. Watson Construction. 40.889647 -81.599770 Market Street Tuscarawas River Canal Fulton Stark County, Ohio Ohio United States Stone and Brick Elliptical Deck Arch Fixed 0 3 0 0 1900 2001 T. H. Watson Construction 6 7 45 13.72 126 38.4 25.6 7.8 https://historicbridges.org/ohio/canalfultonmarketstreet/little_canalfultonmarketstreet_3349_small.jpg https://historicbridges.org/ohio/canalfultonmarketstreet/little_canalfultonmarketstreet_3349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/canalfultonmarketstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.889647,-81.599770
7570 Carpenters Bluff Bridge Originally a combined highway and railroad bridge, this large multi-span truss bridge is today preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 33.756124 -96.410992 Pedestrian Walkway (Old Carpenters Bluff Road Alignment, Former Missouri, Oklahoma and Gulf Railroad) Red River Rural Bryan County, Oklahoma and Grayson County, Texas Oklahoma and Texas United States Metal Pratt Rivet-Connected Through Truss Fixed 7 5 Metal Deck Girder Fixed 0 2 1910 1981 Unknown 7 8 196 59.74 1118 340.77 11.5 3.51 https://historicbridges.org/texas/carpentersbluffbridge/little_carpentersbluffbridge_5188_small.jpg https://historicbridges.org/texas/carpentersbluffbridge/little_carpentersbluffbridge_5188.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/carpentersbluffbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.756124,-96.410992
7572 Mansfield Bridge Dravosburg Bridge This is an outstanding, unaltered example of a mid 20th century cantilever truss bridge. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Allegheny County Department of Public Works. 40.345302 -79.885781 Richland Avenue Monongahela River and Various Roads and Railroads Dravosburg and McKeesport Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 3 Metal Deck Girder Fixed 0 10 1951 2015 American Bridge Company of New York, New York Allegheny County Department of Public Works 6 7 500 152.4 1934 589.48 48 14.63 https://historicbridges.org/pennsylvania/mansfieldbridge/little_mansfieldbridge_3994_small.jpg https://historicbridges.org/pennsylvania/mansfieldbridge/little_mansfieldbridge_3994.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mansfieldbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.345302,-79.885781
7573 Eastvale Bridge John F. Kennedy Memorial Bridge This is a relatively late example of a continuous through truss bridge of small to medium size. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.766349 -80.317226 4th Street (PA-588) Beaver River and Railroad Eastvale and Beaver Falls Beaver County, Pennsylvania Pennsylvania United States Metal Warren Bolt-Connected Through Truss Fixed 12 3 0 0 1961 1994 Unknown 6 6 360 109.73 840 256.03 51.8 15.79 https://historicbridges.org/pennsylvania/eastvalebridge/little_eastvalebridge_5641_2_3vib_small.jpg https://historicbridges.org/pennsylvania/eastvalebridge/little_eastvalebridge_5641_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/eastvalebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.766349,-80.317226
7574 ! Hilliardton Bridge This bridge is noted for its impressive main span and combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 211 ft (64.31 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 47.728186 -79.696112 ON-569 Blanche River Hilliard Timiskaming District, Ontario Ontario Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Warren Rivet-Connected Pony Truss Fixed 3 2 1923 1992 Canadian Bridge Company of Walkerville, Ontario 8 8 211 64.31 303 92.35 0 0 https://historicbridges.org/ontario/highway569hilliardtonbridge/little_20200927_161609_small.jpg https://historicbridges.org/ontario/highway569hilliardtonbridge/little_20200927_161609.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway569hilliardtonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.728186,-79.696112
7575 Greenwood Bridge This bridge is noted for its combination of through and pony truss spans. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 47.667723 -79.629180 Greenwood Bridge Road Blanche River Casey and Brethour Timiskaming District, Ontario Ontario Canada Metal Pennsylvania Rivet-Connected Through Truss Fixed 10 1 Metal Warren Rivet-Connected Pony Truss Fixed 4 2 0 0 Unknown 8 8 200 60.96 310 94.49 0 0 https://historicbridges.org/ontario/greenwoodbridge/little_20200927_152920_small.jpg https://historicbridges.org/ontario/greenwoodbridge/little_20200927_152920.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/greenwoodbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.667723,-79.629180
7576 Mattawa Railway Bridge (Pont Ferroviaire de Mattawa) This is one of only a few examples in Canada of a very rare European style truss bridge with arched overhead bracing. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 46.324511 -78.704759 Railroad (Canadian Pacific) Ottawa River Mattawa Nipissing District, Ontario and Abitibi-Témiscamingue, Québec Ontario and Québec Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 3 Metal Through Girder Fixed 0 12 0 0 Unknown 10 10 160 48.77 1615 492.25 0 0 https://historicbridges.org/ontario/mattawacprailwayottawariver/little_20200927_091214_small.jpg https://historicbridges.org/ontario/mattawacprailwayottawariver/little_20200927_091214.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mattawacprailwayottawariver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.324511,-78.704759
7577 Bélanger Bridge Technically, this is two bridges separated by a tiny island. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 46.318681 -78.707329 Main Street (ON-593) Mattawa River Mattawa Nipissing District, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Through Truss Fixed 7 2 0 0 0 0 Canadian Bridge Company of Walkerville, Ontario 6 7 100 30.48 300 91.44 0 0 https://historicbridges.org/ontario/belangerbridgehighway533/little_20200927_105518_small.jpg https://historicbridges.org/ontario/belangerbridgehighway533/little_20200927_112126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/belangerbridgehighway533/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.318681,-78.707329
7578 Hoghe Road Bridge This extremely rare surviving bedstead truss bridge was relocated and preserved on the Van Wert County Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Brackett Bridge Company of Cincinnati, Ohio. 40.853829 -84.584149 Pedestrian Walkway Town Creek Tributary Van Wert Van Wert County, Ohio Ohio United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1894 0 Brackett Bridge Company of Cincinnati, Ohio 8 8 44 13.41 47 14.33 14 4.27 https://historicbridges.org/ohio/hoghe/little_rick-img_5618_small.jpg https://historicbridges.org/ohio/hoghe/little_rick-img_5618.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hoghe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.853829,-84.584149
7580 Van Wert County Fairgrounds Footbridge This small footbridge with handsome railings was built by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 40.854222 -84.587021 Pedestrian Walkway Town Creek Tributary Van Wert Van Wert County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Canton Bridge Company of Canton, Ohio 5 5 0 0 0 0 0 0 https://historicbridges.org/ohio/vanwertlattice/little_rick-img_5573_small.jpg https://historicbridges.org/ohio/vanwertlattice/little_rick-img_5573.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/vanwertlattice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.854222,-84.587021
7584 John Brown Road Bridge This 1940s pony truss bridge consists of a simple design of rolled beams and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.922593 -84.610546 John Brown Road (TR-83, Liberty-Union Road) Hoaglin Creek Rural Van Wert County, Ohio Ohio United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1942 0 Unknown 4 5 57 17.37 61 18.59 19.7 6 https://historicbridges.org/ohio/johnbrown/little_rick-img_5665_small.jpg https://historicbridges.org/ohio/johnbrown/little_rick-img_5665.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/johnbrown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.922593,-84.610546
7585 CR-39 Bridge This is a traditionally composed riveted Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.462835 -81.500115 CR-39 Little Sandy Creek Wills Kanawha County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1928 1997 Unknown 5 5 120 36.58 124.7 38.01 16 4.88 https://historicbridges.org/wvirginia/cr29sandycreek/little_rickmcomber_img_6686_small.jpg https://historicbridges.org/wvirginia/cr29sandycreek/little_rickmcomber_img_6686.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr29sandycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.462835,-81.500115
7586 Middle Patch Road Bridge This is a traditional riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.173179 -81.401085 Middle Patch Road (CR-83/3) Paint Creek Rural Kanawha County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1921 0 Unknown 5 5 100 30.48 104 31.7 16 4.88 https://historicbridges.org/wvirginia/middlepatch/little_img_6565_small.jpg https://historicbridges.org/wvirginia/middlepatch/little_img_6565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/middlepatch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.173179,-81.401085
7587 Lory Road Bridge This riveted truss bridge has suffered some very unusual alterations and repairs. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.131266 -81.834241 Lory Road (CR-119/68) Camp Creek Rural Boone County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1924 1978 Unknown 5 5 120 36.58 125 38.1 18.4 5.61 https://historicbridges.org/wvirginia/campcreek/little_rick-aclosedthru_small.jpg https://historicbridges.org/wvirginia/campcreek/little_rick-aclosedthru.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/campcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.131266,-81.834241
7588 Cedar Lakes Drive Bridge Harry Ripley Memorial Bridge This is a traditional riveted through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.799724 -81.692062 Cedar Lakes Drive (CR-25) Mill Creek Rural Jackson County, West Virginia West Virginia United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 1922 0 Unknown 5 5 98 29.87 103 31.39 18.4 5.61 https://historicbridges.org/wvirginia/millcreekbridge/little_rickmcomber-img_7070_small.jpg https://historicbridges.org/wvirginia/millcreekbridge/little_rickmcomber-img_7070.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/millcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.799724,-81.692062
7589 Dupont Avenue Bridge Located on former US-60 alignment, this riveted pony truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Roanoke Iron and Bridge Works of Roanoke, Virginia. 38.220401 -81.522022 Dupont Avenue (CR-60/21) Witcher Creek Belle Kanawha County, West Virginia West Virginia United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 0 0 Roanoke Iron and Bridge Works of Roanoke, Virginia 5 5 0 0 0 0 0 0 https://historicbridges.org/wvirginia/oldwitcher/little_img_6571_small.jpg https://historicbridges.org/wvirginia/oldwitcher/little_img_6571.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldwitcher/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.220401,-81.522022
7590 New Hope Road Bridge This is a rare ribbed variation of a historically significant Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 62.7 ft (19.11 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 38.447736 -81.456120 New Hope Road (CR-52) Blue Creek Rural Kanawha County, West Virginia West Virginia United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 2 0 0 1926 0 Luten Bridge Company of York, Pennsylvania 7 7 62.7 19.11 126 38.4 15.7 4.79 https://historicbridges.org/wvirginia/cr52bluecreek/little_rickmcomber_img_6665_small.jpg https://historicbridges.org/wvirginia/cr52bluecreek/little_rickmcomber_img_6665.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cr52bluecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.447736,-81.456120
7591 Manresa Jesuit Retreat House Bridge This attractive concrete arch bridge provides an entrance to the retreat house. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.561646 -83.226817 Manresa Jesuit Retreat Road Quarton Lake Branch Rouge River Bloomfield Hills Oakland County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/michigan/manresa/little_rick-amanresa4_small.jpg https://historicbridges.org/michigan/manresa/little_rick-amanresa4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/manresa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.561646,-83.226817
7592 3rd Street Bridge This is one of two surviving rolling lift bascule bridges on this canal which are among the oldest such bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 40.676153 -73.990235 3rd Street Gowanus Canal New York Brooklyn, New York New York United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 4 1905 1982 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 8 55.8 17.01 106 32.31 30 9.14 https://historicbridges.org/newyork/3rdstreetbridge/little_3rdstreetbridge_0520_1_2vib_small.jpg https://historicbridges.org/newyork/3rdstreetbridge/little_3rdstreetbridge_0520_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/3rdstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.676153,-73.990235
7593 ! Union Street Bridge This is one of two surviving rolling lift bascule bridges on this canal which are among the oldest such bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 55.8 ft (17.01 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 40.679484 -73.988372 Union Street Gowanus Canal New York Brooklyn, New York New York United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 4 1905 1962 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 8 55.8 17.01 107 32.61 35 10.67 https://historicbridges.org/newyork/unionstreetbridge/little_unionstreetbridge_1213_4_5vib_small.jpg https://historicbridges.org/newyork/unionstreetbridge/little_unionstreetbridge_1213_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/unionstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.679484,-73.988372
7594 Terrace Bridge This is a very ornately detailed and early surviving example of a riveted metal arch bridge. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal hingeless deck arch, fixed. The bridge was primarily built by Unknown. 40.658290 -73.968378 Hill Drive (Well House Drive) Prospect Park Lake New York Brooklyn, New York New York United States Metal Hingeless Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1890 1930 Unknown 8 8 71 21.64 130 39.62 40 12.19 https://historicbridges.org/newyork/ppterracebridge/little_ppterracebridge_9841_2_3vr_small.jpg https://historicbridges.org/newyork/ppterracebridge/little_ppterracebridge_9841_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ppterracebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.658290,-73.968378
7595 Hazleton Bridge Knox County Bridge 235, Gibson County Bridge 385 This large combination through and pony truss was abandoned as a newer US-41 bridge exists to the west. The technical description of the main or most noteworthy span of the bridge is a 196 ft (59.74 m) metal rivet-connected arch, fixed. The bridge was primarily built by Stein Construction Company of Milwaukee, Wisconsin. 38.489954 -87.549941 US-41 (Abandoned Alignment) White River Hazleton Knox County, Indiana and Gibson County, Indiana Indiana United States Metal Rivet-Connected Arch Fixed 11 4 Metal Warren Rivet-Connected Pony Truss Fixed 7 25 1923 0 Stein Construction Company of Milwaukee, Wisconsin 6 7 196 59.74 1988 605.94 20 6.1 https://historicbridges.org/indiana/hazletonbridge/little_hazletonbridge_0227a_small.jpg https://historicbridges.org/indiana/hazletonbridge/little_hazletonbridge_0227a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hazletonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.489954,-87.549941
7596 Newbern Bridge Bartholomew County Bridge 26 This notable pin-connected Camelback bridge was relocated and beautifully preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 39.221337 -85.894580 Columbus People Trail Haw Creek Columbus Bartholomew County, Indiana Indiana United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 0 0 1910 2017 Vincennes Bridge Company of Vincennes, Indiana 7 7 151 46.02 156 47.55 15.4 4.69 https://historicbridges.org/indiana/newberncolumbus/little_newberncolumbus_5063a_small.jpg https://historicbridges.org/indiana/newberncolumbus/little_newberncolumbus_5063a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newberncolumbus/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.221337,-85.894580
7598 Dickey's Ford Bridge Miller Bridge, Orange County Bridge 18 This is a classic example of a Wrought Iron Bridge Company through truss that retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 94.5 ft (28.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 38.612165 -86.598626 CR-375 North Lost River Rural Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1887 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 94.5 28.8 101 30.78 12 3.66 https://historicbridges.org/indiana/dickeysfordbridge/little_dickeysfordbridge_4238a_small.jpg https://historicbridges.org/indiana/dickeysfordbridge/little_dickeysfordbridge_4238a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/dickeysfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.612165,-86.598626
7599 Harris Ford Bridge Moores Hill Bridge, Warren County Bridge 56 Relocated and preserved, this is a rare surviving bridge built by the Lomas Forge and Bridge Works and has some unusual details. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lomas Forge and Bridge Works of Cincinnati, Ohio. 39.108456 -86.543099 Clear Creek Trail (Bloomington Rail Trail) Clear Creek Bloomington Monroe County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1887 0 Lomas Forge and Bridge Works of Cincinnati, Ohio 8 8 150 45.72 152 46.33 14.8 4.51 https://historicbridges.org/indiana/harrisfordbridge/little_harrisfordbridge_4994_5_6r_small.jpg https://historicbridges.org/indiana/harrisfordbridge/little_harrisfordbridge_4994_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/harrisfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.108456,-86.543099
7600 Chinworth Bridge Preserved in place for pedestrian use, this is one of the only remaining bridges by Bellefontaine Bridge and Iron Company. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio. 41.247041 -85.910781 Pedestrian Walkway Tippecanoe River Warsaw Kosciusko County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1897 0 Bellefontaine Bridge and Iron Company of Bellefontaine, Ohio 7 8 140 42.67 140 42.67 14 4.27 https://historicbridges.org/indiana/chinworthbridge/little_chinworthbridge_3458a_small.jpg https://historicbridges.org/indiana/chinworthbridge/little_chinworthbridge_3458a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/chinworthbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.247041,-85.910781
7601 Bush River Railway Bridge This is one of two similar railway bridges on what is today a scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 48.917056 -80.159111 Access Road (Former Railroad (Canadian National, National Transcontinental Railway) Bush River Unorganized North Cochrane District Cochrane District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1909 0 Canadian Bridge Company of Walkerville, Ontario 6 7 200 60.96 200 60.96 0 0 https://historicbridges.org/ontario/oldcnlinebushriverbridge/little_20200929_130807_small.jpg https://historicbridges.org/ontario/oldcnlinebushriverbridge/little_20200929_130807.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldcnlinebushriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.917056,-80.159111
7602 Circle River Railway Bridge This is one of two similar railway bridges on what is today a scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Canadian Bridge Company of Walkerville, Ontario. 48.917405 -80.155395 Access Road (Former Railroad (Canadian National, National Transcontinental Railway) Circle River Unorganized North Cochrane District Cochrane District, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1909 0 Canadian Bridge Company of Walkerville, Ontario 6 7 200 60.96 200 60.96 0 0 https://historicbridges.org/ontario/oldcnlinecircleriverbridge/little_20200929_133053_small.jpg https://historicbridges.org/ontario/oldcnlinecircleriverbridge/little_20200929_133053.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldcnlinecircleriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.917405,-80.155395
7604 Midlothian Road Bridge Wiseman's Corner School Heritage Centre Swing Bridge Originally carrying Midlothian Road over the Magnetawan River, this small swing bridge was moved to museum grounds as an exhibit. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 45.605526 -79.459496 Nothing Ground (Exhibit) Burk's Falls Parry Sound District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Movable: Swing Center Pier 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/wisemanscornerschoolheritage/little_20200930_181120_small.jpg https://historicbridges.org/ontario/wisemanscornerschoolheritage/little_20200930_181120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wisemanscornerschoolheritage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.605526,-79.459496
7605 Monteith Railway Bridge This cool looking railway deck truss bridge sits on unusual triangular bents. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 48.642583 -80.673861 Railroad (Ontario Northland) Driftwood River Monteith Cochrane District, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 7 165 50.29 475 144.78 0 0 https://historicbridges.org/ontario/ontrailwaydriftwoodriverbridge/little_20200928_125023_small.jpg https://historicbridges.org/ontario/ontrailwaydriftwoodriverbridge/little_20200928_125023.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ontrailwaydriftwoodriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.642583,-80.673861
7606 Rese Road Bridge This rare highway deck truss bridge with timber approach spans has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 48.642374 -80.673940 Rese Road Driftwood River Monteith Cochrane District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 6 7 0 0 250 76.2 0 0 https://historicbridges.org/ontario/reseroadbridge/little_20200928_132859_small.jpg https://historicbridges.org/ontario/reseroadbridge/little_20200928_132859.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/reseroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.642374,-80.673940
7607 Totten Ford Bridge Harrison County Bridge 75, Crawford County Bridge 7 This is an increasingly rare surviving example of a pin-connected Parker truss bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a 156 ft (47.55 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.377267 -86.259408 Totten Ford Road (CR-590 North) Blue River Rural Crawford County, Indiana and Harrison County, Indiana Indiana United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1916 0 Unknown 7 7 156 47.55 161 49.07 13.5 4.11 https://historicbridges.org/indiana/tottenfordbridge/little_tottenfordbridge_1916a_small.jpg https://historicbridges.org/indiana/tottenfordbridge/little_tottenfordbridge_1916a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tottenfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.377267,-86.259408
7608 ! Beechwood Road Bridge Crawford County Bridge 43 This riveted through truss is an attractive feature on this scenic rural road. The technical description of the main or most noteworthy span of the bridge is a 113 ft (34.44 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.166937 -86.415840 Beechwood Road (CR-4) Little Blue River Rural Crawford County, Indiana Indiana United States Metal Pratt Bolt-Connected Through Truss Fixed 8 1 0 0 1925 1994 Unknown 6 6 113 34.44 122 37.19 13.8 4.21 https://historicbridges.org/indiana/beechwoodroadbridge/little_beechwoodroadbridge_1469a_small.jpg https://historicbridges.org/indiana/beechwoodroadbridge/little_beechwoodroadbridge_1469a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beechwoodroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.166937,-86.415840
7610 Feeder Dam Bridge Clay County Bridge 208 This abandoned bridge is a rare Whipple truss and the only known example of a bridge built by a small in-state bridge company. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by C.F. Hunt Company of Indianapolis, Indiana. 39.335876 -87.113453 Towpath Road Eel River Rural Clay County, Indiana Indiana United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 0 0 1894 0 C.F. Hunt Company of Indianapolis, Indiana 8 8 202 61.57 206 62.79 18 5.49 https://historicbridges.org/indiana/feederdambridge/little_feederdambridge_7769_70_71v_small.jpg https://historicbridges.org/indiana/feederdambridge/little_feederdambridge_7769_70_71v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/feederdambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.335876,-87.113453
7611 Astronaut David Wolf Bridge This combination pony and through truss bridge has been turned into a one-way couplet with a modern bridge next to it. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by B. E. Curry Building Corporation of Bloomington, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 39.910109 -86.104886 86th Street (82nd Street) (Eastbound) White River Indianapolis Marion County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 8 2 Metal Warren Rivet-Connected Pony Truss 6 2 1942 2008 B. E. Curry Building Corporation of Bloomington, Indiana Indiana State Highway Commission 6 7 175 53.34 548.3 167.12 30.8 9.39 https://historicbridges.org/indiana/astronautdavidwolfbridge/little_astronautdavidwolfbridge_0576_7_8vib_small.jpg https://historicbridges.org/indiana/astronautdavidwolfbridge/little_astronautdavidwolfbridge_0576_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/astronautdavidwolfbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.910109,-86.104886
7612 CR-600 South Bridge Shelby County Bridge 117 This state standard pony truss bridge has been nicely painted in a vibrant blue. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.438755 -85.673939 CR-600 South Conns Creek Rural Shelby County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1925 2006 Unknown 6 6 86 26.21 88.3 26.91 17.7 5.39 https://historicbridges.org/indiana/connscreekcr600sbridge/little_connscreekcr600sbridge_6054_5_6vr_small.jpg https://historicbridges.org/indiana/connscreekcr600sbridge/little_connscreekcr600sbridge_6054_5_6vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/connscreekcr600sbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.438755,-85.673939
7613 County Line Bridge Hancock County Bridge 105 This riveted Parker truss bridge has a number of features that make it stand out in Indiana. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pan American Bridge Company of New Castle, Indiana and Burk Construction Company of New Castle, Indiana. The bridge was primarily designed by Cameron, Adolphus, and Warren Converse. 39.709872 -85.632946 CR-900 East Big Blue River Rural Hancock County, Indiana and Rush County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 0 0 1916 0 Pan American Bridge Company of New Castle, Indiana and Burk Construction Company of New Castle, Indiana Cameron, Adolphus, and Warren Converse 7 7 200 60.96 204 62.18 17.7 5.39 https://historicbridges.org/indiana/hancockrushcountylinebridge/little_hancockrushcountylinebridge_5550_small.jpg https://historicbridges.org/indiana/hancockrushcountylinebridge/little_hancockrushcountylinebridge_5550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hancockrushcountylinebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.709872,-85.632946
7614 St. Paul Bridge Shelby County Bridge 147, Pike Bridge Sitting on the stone substructure of a previous bridge is this attractive through and pony truss combination bridge. The technical description of the main or most noteworthy span of the bridge is a 103.7 ft (31.61 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Engineering Company of Lafayette, Indiana. 39.419050 -85.633175 Mound Road Flatrock River St. Paul Shelby County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Warren Rivet-Connected Pony T-Beam 4 1 1910 0 Lafayette Engineering Company of Lafayette, Indiana 6 7 103.7 31.61 169.6 51.69 16 4.88 https://historicbridges.org/indiana/moundroadbridge/little_moundroadbridge_6114_5_6vr_small.jpg https://historicbridges.org/indiana/moundroadbridge/little_moundroadbridge_6114_5_6vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/moundroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.419050,-85.633175
7615 McConnell Ford Bridge Shelby County Bridge 41 This is one of only a few known bolt-connected Camelback truss bridges in Indiana. The technical description of the main or most noteworthy span of the bridge is a 149.3 ft (45.51 m) metal bolt-connected Camelback through truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. 39.564264 -85.938130 CR-275 North Sugar Creek Rural Shelby County, Indiana Indiana United States Metal Camelback Bolt-Connected Through Truss Fixed 9 1 0 0 1915 0 Central States Bridge Company of Indianapolis, Indiana 6 6 149.3 45.51 153.6 46.82 15.7 4.79 https://historicbridges.org/indiana/mcconnellfordbridge/little_mcconnellfordbridge_4581_small.jpg https://historicbridges.org/indiana/mcconnellfordbridge/little_mcconnellfordbridge_4581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mcconnellfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.564264,-85.938130
7616 Muncie Pennsylvania Railroad Bridge Muncie Cardinal Greenway Railroad Bridge This is a relatively early surviving railroad truss bridge composed of two pin-connected truss spans. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.201555 -85.381308 Railroad (Cardinal Greenway Rail-Trail, Former Pennsylvania Railroad) White River Muncie Delaware County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 1885 0 Unknown 7 7 135 41.15 265 80.77 0 0 https://historicbridges.org/indiana/munciepennsylvaniarailroadbridge/little_munciepennsylvaniarailroadbridge_9549_50_51vr_small.jpg https://historicbridges.org/indiana/munciepennsylvaniarailroadbridge/little_munciepennsylvaniarailroadbridge_9549_50_51vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/munciepennsylvaniarailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.201555,-85.381308
7618 Muncie Norfolk Southern Railroad Bridge This bridge is one of several historic railroad bridges in the vicinity. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.200819 -85.379977 Railroad (Norfolk Southern) White River and McCulloch Boulevard Muncie Delaware County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Through Girder Fixed 0 1 0 0 Unknown 6 7 125 38.1 195 59.44 0 0 https://historicbridges.org/indiana/muncienorfolksouthernrailroadbridge/little_muncienorfolksouthernrailroadbridge_9837_small.jpg https://historicbridges.org/indiana/muncienorfolksouthernrailroadbridge/little_muncienorfolksouthernrailroadbridge_9837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/muncienorfolksouthernrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.200819,-85.379977
7619 Albany Bridge Delaware County Bridge 85, Kitselman Park Bridge This uncommon example of a Camelback type of truss bridge built by the regionally prolific Indiana Bridge Company was moved and preserved for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. 40.192404 -85.363091 White River and Cardinal Greenways White River Rural Delaware County, Indiana Indiana United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 Concrete Slab Fixed 0 3 1905 2019 Indiana Bridge Company of Muncie, Indiana 7 7 175 53.34 285 86.87 15 4.57 https://historicbridges.org/indiana/kitselmanparkalbanybridge/little_kitselmanparkalbanybridge_9231_small.jpg https://historicbridges.org/indiana/kitselmanparkalbanybridge/little_kitselmanparkalbanybridge_9231.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kitselmanparkalbanybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.192404,-85.363091
7620 Washington Street Bridge Delaware County Bridge 503 This is a graceful multi-span arch bridge with relatively shallow arches. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Camelback deck arch, fixed. The bridge was primarily built by Burk Construction Company of New Castle, Indiana. The bridge was primarily designed by Charles A. Armintrout. 40.194929 -85.391902 Washington Street White River Muncie Delaware County, Indiana Indiana United States Concrete Camelback Deck Arch Fixed 0 4 0 0 1930 1996 Burk Construction Company of New Castle, Indiana Charles A. Armintrout 6 6 70 21.34 291 88.7 31.2 9.51 https://historicbridges.org/indiana/munciewashingtonstreetbridge/little_munciewashingtonstreetbridge_0123_4_5vr_small.jpg https://historicbridges.org/indiana/munciewashingtonstreetbridge/little_munciewashingtonstreetbridge_0123_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/munciewashingtonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.194929,-85.391902
7621 Broadway Avenue Bridge Delaware County Bridge 514 This is a traditional example of a closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.198018 -85.376291 Dr. Martin Luther King Jr. Boulevard (Broadway Avenue, Wysor Street) White River Muncie Delaware County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1936 1999 Unknown 5 5 76 23.16 365.8 111.5 46 14.02 https://historicbridges.org/indiana/munciebroadwayavenuebridge/little_munciebroadwayavenuebridge_0081_small.jpg https://historicbridges.org/indiana/munciebroadwayavenuebridge/little_munciebroadwayavenuebridge_0081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/munciebroadwayavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198018,-85.376291
7622 CR-1450 West Bridge Greene County Bridge 188 This classic Wrought Iron Bridge Company through truss is located in a rural, swampy area. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.016241 -87.212931 CR-1450 West Black Creek Rural Greene County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 95 28.96 98.8 30.11 15 4.57 https://historicbridges.org/indiana/blackcreekbridgegreene/little_blackcreekbridgegreene_9248_49_50r_small.jpg https://historicbridges.org/indiana/blackcreekbridgegreene/little_blackcreekbridgegreene_9248_49_50r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/blackcreekbridgegreene/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.016241,-87.212931
7623 Old IN-66 Bridge Warrick County Bridge 371 This bridge is a relatively early surviving state standard through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 37.910462 -87.271264 Old IN-66 Little Pigeon Creek Rural Warrick County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 1929 2014 Vincennes Bridge Company of Vincennes, Indiana 5 6 150 45.72 306.8 93.51 18.4 5.61 https://historicbridges.org/indiana/oldhighway66bridge/little_oldhighway66bridge_5717a_small.jpg https://historicbridges.org/indiana/oldhighway66bridge/little_oldhighway66bridge_5717a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldhighway66bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.910462,-87.271264
7624 Wilsey Road Bridge Posey County Bridge 66 This abandoned bridge features a single through truss span plus a long series of steel stringer approach spans. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal bolt-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.200311 -87.891482 Wilsey Road Black River Rural Posey County, Indiana Indiana United States Metal Parker Bolt-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 16 1918 0 Unknown 6 6 178 54.25 660 201.17 19.4 5.91 https://historicbridges.org/indiana/wilseyroadbridge/little_wilseyroadbridge_3188a_small.jpg https://historicbridges.org/indiana/wilseyroadbridge/little_wilseyroadbridge_3188a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wilseyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.200311,-87.891482
7625 Miller Bridge Gibson County Bridge 388, Pike County Bridge 32 This notable Camelback through truss bridge sits on a road that floods sometimes. The technical description of the main or most noteworthy span of the bridge is a 159.5 ft (48.62 m) metal bolt-connected Camelback through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 38.377297 -87.370650 CR-500 West (Miller Bridge Road) Patoka River (New Channel, Houchins Ditch) Rural Pike County, Indiana and Gibson County, Indiana Indiana United States Metal Camelback Bolt-Connected Through Truss Fixed 9 1 0 0 1925 0 Vincennes Bridge Company of Vincennes, Indiana 6 6 159.5 48.62 162 49.38 15.7 4.79 https://historicbridges.org/indiana/millerbridge/little_millerbridge_0935a_small.jpg https://historicbridges.org/indiana/millerbridge/little_millerbridge_0935a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.377297,-87.370650
7626 Murphy Ford Bridge Orange County Bridge 95 This is a late example of a pin-connected Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 38.455102 -86.392150 CR-700 South Patoka River Rural Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 2 1910 1992 Vincennes Bridge Company of Vincennes, Indiana 7 7 80 24.38 128.6 39.2 13 3.96 https://historicbridges.org/indiana/patokarivercr700sbridge/little_patokarivercr700sbridge_2024a_small.jpg https://historicbridges.org/indiana/patokarivercr700sbridge/little_patokarivercr700sbridge_2024a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/patokarivercr700sbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.455102,-86.392150
7627 Higgins Ford Bridge Orange County Bridge 31 This classic Pratt truss bridge sits on handsome stone abutments. The technical description of the main or most noteworthy span of the bridge is a 133.5 ft (40.69 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana. The bridge was primarily designed by David Braden of Indianapolis, Indiana. 38.623870 -86.558968 CR-525 West Lost River Rural Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 0 0 1900 1997 Indiana Bridge Company of Muncie, Indiana David Braden of Indianapolis, Indiana 7 7 133.5 40.69 145.3 44.29 13.5 4.11 https://historicbridges.org/indiana/higginsfordbridge/little_higginsfordbridge_4343_4_5r_small.jpg https://historicbridges.org/indiana/higginsfordbridge/little_higginsfordbridge_4343_4_5r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/higginsfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.623870,-86.558968
7628 Johnstown Bridge Built by a prolific in-state builder, this bridge helps document the variety of designs the company built. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by Lou Drescher. 39.169135 -87.009377 Johnstown Road (CR-1300 West) Eel River Rural Owen County, Indiana and Greene County, Indiana Indiana United States Metal Parker Pin-Connected Through Truss Fixed 10 1 0 0 1918 0 Vincennes Bridge Company of Vincennes, Indiana Lou Drescher 7 7 198 60.35 203 61.87 15 4.57 https://historicbridges.org/indiana/johnstownbridge/little_johnstownbridge_8009a_small.jpg https://historicbridges.org/indiana/johnstownbridge/little_johnstownbridge_8009a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/johnstownbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169135,-87.009377
7629 Warner Road Bridge Warrick County Bridge 264, CR-475 West Bridge This graceful pony truss bridge was relocated and preserved as a functional attraction on a trail. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal bolt-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 37.947290 -87.415203 Rivertown Trail Unnamed Creek Newburgh Warrick County, Indiana Indiana United States Metal Polygonal Warren Bolt-Connected Pony Truss Fixed 6 1 0 0 1920 0 Unknown 6 6 98 29.87 100 30.48 13.4 4.08 https://historicbridges.org/indiana/bridge264/little_bridge264_4919a_small.jpg https://historicbridges.org/indiana/bridge264/little_bridge264_4919a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/bridge264/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.947290,-87.415203
7630 CR-175 South Bridge Greene County Bridge 108 This classic pin-connected truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Indiana Bridge Company of Muncie, Indiana and George M. Notter of Worthington, Indiana. 38.997906 -86.934585 CR-175 South Richland Creek Rural Greene County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1907 0 Indiana Bridge Company of Muncie, Indiana and George M. Notter of Worthington, Indiana 7 7 85 25.91 87 26.52 13.7 4.18 https://historicbridges.org/indiana/richlandcreekbridgebloomfield/little_richlandcreekbridgebloomfield_8735a_small.jpg https://historicbridges.org/indiana/richlandcreekbridgebloomfield/little_richlandcreekbridgebloomfield_8735a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/richlandcreekbridgebloomfield/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.997906,-86.934585
7631 Dicy White Ford Bridge Orange County Bridge 102, White's Ford Bridge This is a traditional early 20th century pin connected truss bridge. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. The bridge was primarily designed by A. N. McPheters. 38.428530 -86.424442 CR-175 East Patoka River Rural Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1905 2004 Vincennes Bridge Company of Vincennes, Indiana A. N. McPheters 7 7 86 26.21 90 27.43 13.8 4.21 https://historicbridges.org/indiana/whitesfordbridge/little_whitesfordbridge_2327a_small.jpg https://historicbridges.org/indiana/whitesfordbridge/little_whitesfordbridge_2327a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whitesfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.428530,-86.424442
7632 Old Williams Road Bridge Lawrence County Bridge 198 This riveted Pratt through truss has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 38.838843 -86.549070 Old Williams Road (Old IN-450) Salt Creek Rural Lawrence County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 Metal Stringer (Multi-Beam) Fixed 0 1 1913 0 Vincennes Bridge Company of Vincennes, Indiana 6 6 109 33.22 145 44.2 16 4.88 https://historicbridges.org/indiana/saltcreekoldin450bridge/little_saltcreekoldin450bridge_4664a_small.jpg https://historicbridges.org/indiana/saltcreekoldin450bridge/little_saltcreekoldin450bridge_4664a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/saltcreekoldin450bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.838843,-86.549070
7633 New Hope Bridge This two span through truss bridge continues to carry vehicular traffic in good condition. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Caldwell and Drake Iron Works of Columbus, Indiana. 39.259502 -85.922329 CR-400 North Flatrock River Columbus Bartholomew County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 8 2 0 0 1913 1999 Caldwell and Drake Iron Works of Columbus, Indiana 6 6 128 39.01 263 80.16 15.4 4.69 https://historicbridges.org/indiana/newhopebridge/little_newhopebridge_5450a_small.jpg https://historicbridges.org/indiana/newhopebridge/little_newhopebridge_5450a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newhopebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.259502,-85.922329
7634 Mill Grove Bridge Owen County Bridge 14 This bridge is noted for its combination of span and design types: a riveted pony truss and a pinned through truss. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rochester Bridge Company of Rochester, Indiana and Vincennes Bridge Company of Vincennes, Indiana. 39.441400 -86.756080 CR-100 East (Tower Road) Mill Creek Rural Owen County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 Metal Pratt Rivet-Connected Pony Truss Fixed 5 1 1898 2005 Rochester Bridge Company of Rochester, Indiana and Vincennes Bridge Company of Vincennes, Indiana 6 7 121 36.88 194 59.13 13 3.96 https://historicbridges.org/indiana/millgrovebridge/little_millgrovebridge_4874a_small.jpg https://historicbridges.org/indiana/millgrovebridge/little_millgrovebridge_4874a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millgrovebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.441400,-86.756080
7635 Crystal Springs Bridge This uncommon multi-span pony truss bridge was preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.845325 -81.532418 Riverside Avenue (High Mill Avenue) (TR-352) Tuscarawas River Crystal Springs Stark County, Ohio Ohio United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 2 0 0 1914 0 Unknown 6 6 104 31.7 212 64.62 16.4 5 https://historicbridges.org/ohio/crystalspringsbridge/little_crystalspringsbridge_3991_small.jpg https://historicbridges.org/ohio/crystalspringsbridge/little_crystalspringsbridge_3991.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crystalspringsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.845325,-81.532418
7636 Bridge Road Bridge This is a later example of a bridge built by the prolific Wrought Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.154242 -81.643580 Bridge Road (TR-186) Wills Creek Rural Guernsey County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1894 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 160 48.77 162 49.38 15.7 4.79 https://historicbridges.org/ohio/willscreekbridge/little_willscreekbridge_5217_small.jpg https://historicbridges.org/ohio/willscreekbridge/little_willscreekbridge_5217.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/willscreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.154242,-81.643580
7637 Main Street Bridge High Level Bridge Although buried by thick forest and difficult to view, this is a large and impressive example of a cantilevered deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 480 ft (146.3 m) metal cantilever rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Bates and Rogers of Chicago, Illinois and Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.123146 -81.509234 Main Street Cuyahoga River Akron and Cuyahoga Falls Summit County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 16 Cantilever 3 0 0 1948 1993 Bates and Rogers of Chicago, Illinois and Bethlehem Steel Company of Bethlehem, Pennsylvania Wilbur J. Watson and Associates of Cleveland, Ohio 6 7 480 146.3 909 277.06 51.8 15.79 https://historicbridges.org/ohio/cuyahogafallsmain/little_cuyahogafallsmain_2212_small.jpg https://historicbridges.org/ohio/cuyahogafallsmain/little_cuyahogafallsmain_2212.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cuyahogafallsmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.123146,-81.509234
7638 Welty's Bridge This multi-span through truss bridge remains open to private traffic with alterations and despite significant deterioration. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on a road which is now privately owned. 40.573685 -81.515392 Mt. Pleasant Road Sugar Creek Rural Tuscarawas County, Ohio Ohio United States This bridge is on a road which is now privately owned. Metal Pratt Pin-Connected Through Truss Fixed 5 2 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 6 7 73 22.25 146 44.5 0 0 https://historicbridges.org/ohio/weltysbridge/little_weltysbridge_4591_2_3vr_small.jpg https://historicbridges.org/ohio/weltysbridge/little_weltysbridge_4591_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/weltysbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.573685,-81.515392
7639 Dover Railroad Bridge This is an outstanding pin-connected railroad truss bridge with ornamental portal bracing. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.517371 -81.476216 Railroad (R.J. Corman Railroad) Tuscarawas River Dover Tuscarawas County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 0 0 Unknown 7 7 130 39.62 260 79.25 0 0 https://historicbridges.org/ohio/doverrailroad/little_doverrailroad_4969_70_71vib_small.jpg https://historicbridges.org/ohio/doverrailroad/little_doverrailroad_4969_70_71vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/doverrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.517371,-81.476216
7640 Groninger Bridge Dewamac Park Bridge This pony truss bridge built by a notable in-state builder was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Elkhart Bridge and Iron Company of Elkhart, Indiana. 41.247457 -85.893564 Lake City Greenway Trail (Chinworth Bridge Trail) Maish Ditch Rural Kosciusko County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1915 0 Elkhart Bridge and Iron Company of Elkhart, Indiana 6 6 55 16.76 57 17.37 12 3.66 https://historicbridges.org/indiana/groningerbridge/little_groningerbridge_3614a_small.jpg https://historicbridges.org/indiana/groningerbridge/little_groningerbridge_3614a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/groningerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.247457,-85.893564
7641 IN-42 Cagles Mill Lake Bridge IN-42 Cataract Lake Bridge This large, graceful deck arch bridge has been rehabilitated for continued vehicular use. The technical description of the main or most noteworthy span of the bridge is a 156.5 ft (47.7 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.448598 -86.858689 IN-42 Cataract Lake Rural Owen County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 3 Concrete Stringer (Multi-Beam) Fixed 0 5 1951 2008 Unknown 6 7 156.5 47.7 582.4 177.52 31.8 9.69 https://historicbridges.org/indiana/cataractlakein42bridge/little_cataractlakein42bridge_4277a_small.jpg https://historicbridges.org/indiana/cataractlakein42bridge/little_cataractlakein42bridge_4277a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cataractlakein42bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.448598,-86.858689
7642 Sand Road Bridge Knox County Bridge 119 This riveted through truss bridge has a 14 degree skew. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 38.885424 -87.177645 Sand Road (CR-1600 East) Black Creek Rural Knox County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 1932 0 Vincennes Bridge Company of Vincennes, Indiana 5 6 120 36.58 121 36.88 18.4 5.61 https://historicbridges.org/indiana/sandroadbridge/little_sandroadbridge_9449_50_51r_small.jpg https://historicbridges.org/indiana/sandroadbridge/little_sandroadbridge_9449_50_51r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sandroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.885424,-87.177645
7643 Myers Road Bridge Warrick County Bridge 310 This is an extremely rare rivet-connected bedstead pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 63.7 ft (19.42 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 37.974919 -87.231156 Myers Road (CR-400 South) Caney Creek Rural Warrick County, Indiana Indiana United States Metal Pratt Rivet-Connected Pony Truss Fixed 4 1 0 0 1903 1987 Unknown 8 8 63.7 19.42 67.6 20.6 15.7 4.79 https://historicbridges.org/indiana/myersroadbridge/little_myersroadbridge_6191_2_3r_small.jpg https://historicbridges.org/indiana/myersroadbridge/little_myersroadbridge_6191_2_3r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/myersroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.974919,-87.231156
7644 Oliver Avenue Bridge This closed spandrel arch bridge of decent size has been rehabilitated for continued use. The technical description of the main or most noteworthy span of the bridge is a 138.5 ft (42.21 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.758550 -86.173947 Oliver Avenue White River Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1925 0 Unknown 6 6 138.5 42.21 708 215.8 60.7 18.5 https://historicbridges.org/indiana/oliveravenuebridge/little_img_20190921_145705_small.jpg https://historicbridges.org/indiana/oliveravenuebridge/little_img_20190921_145705.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oliveravenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.758550,-86.173947
7645 Old Rothrock Mill Bridge Crawford County Bridge 39 This magnificent pin-connected Parker truss is one of two historic truss bridges preserved on this trail. The technical description of the main or most noteworthy span of the bridge is a 156.5 ft (47.7 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 38.207854 -86.140122 Indian Creek Trail Indian Creek Corydon Harrison County, Indiana Indiana United States Metal Parker Pin-Connected Through Truss Fixed 9 1 0 0 1915 2012 Unknown 7 8 156.5 47.7 161 49.07 13.7 4.18 https://historicbridges.org/indiana/oldrothrockmillbridge/little_oldrothrockmillbridge_9225a_small.jpg https://historicbridges.org/indiana/oldrothrockmillbridge/little_oldrothrockmillbridge_9225a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldrothrockmillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.207854,-86.140122
7646 Martindale Bridge Greene County Bridge 195 This is a fairly heavy and extremely late example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 39.013632 -87.053425 Township Line Road (CR-600 West) 4 Mile Creek (4 Mile Ditch) Rural Greene County, Indiana Indiana United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1923 0 Vincennes Bridge Company of Vincennes, Indiana 6 6 84 25.6 84.6 25.79 14.8 4.51 https://historicbridges.org/indiana/martindalebridge/little_martindalebridge_8975a_small.jpg https://historicbridges.org/indiana/martindalebridge/little_martindalebridge_8975a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/martindalebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.013632,-87.053425
7647 Pieper Road Bridge Knox County Bridge 55 This is a rare example of a skewed pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 38.787862 -87.272721 Pieper Road (CR-1050 East) Purdy Marsh Rural Knox County, Indiana Indiana United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1905 0 Unknown 6 6 57 17.37 59 17.98 15.4 4.69 https://historicbridges.org/indiana/purdymarshbridge/little_purdymarshbridge_9626a_small.jpg https://historicbridges.org/indiana/purdymarshbridge/little_purdymarshbridge_9626a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/purdymarshbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.787862,-87.272721
7649 Lick Creek Bridge This very short through truss bridge has been abandoned, and is overgrown and deteriorated. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.580717 -86.582383 Abandoned Road Lick Creek Rural Orange County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 4 1 0 0 1897 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/indiana/lickcreekbridgenearus50/little_lickcreekbridgenearus50_3656_7_8r_small.jpg https://historicbridges.org/indiana/lickcreekbridgenearus50/little_lickcreekbridgenearus50_3656_7_8r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lickcreekbridgenearus50/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.580717,-86.582383
7650 Mull Bridge Frank Mull Bridge, Shelby County Bridge 31 This bridge has an unusual detail where plate was riveted to the faces of the vertical member channels.   The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.601533 -85.632035 CR-800 East (East County Line Road) Little Blue River Rural Shelby County, Indiana and Rush County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1895 0 Unknown 7 7 98 29.87 104.3 31.79 16 4.88 https://historicbridges.org/indiana/mullbridge/little_mullbridge_5829_small.jpg https://historicbridges.org/indiana/mullbridge/little_mullbridge_5829.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mullbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.601533,-85.632035
7651 Jeffers Bridge Clay County Bridge 127 This is one of the youngest known surviving pin-connected truss highway bridges. The technical description of the main or most noteworthy span of the bridge is a 89.2 ft (27.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 39.358275 -87.142071 CR-200 South Birch Creek (Heck Ditch) Rural Clay County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1926 0 Vincennes Bridge Company of Vincennes, Indiana 7 7 89.2 27.19 90.6 27.61 15.7 4.79 https://historicbridges.org/indiana/jeffersbridge/little_jeffersbridge_7373a_small.jpg https://historicbridges.org/indiana/jeffersbridge/little_jeffersbridge_7373a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/jeffersbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.358275,-87.142071
7652 Brownsville High Level Bridge Lane Bane Bridge With the destruction of so many older truss bridges over this river, this bridge is an increasingly rare example of a truss bridge over the Monongahela. The technical description of the main or most noteworthy span of the bridge is a 518 ft (157.89 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Robert W. Lowry of Harrisburg, Pennsylvania. 40.024827 -79.885054 US-40 Monongahela River and Various Roads and Railroads Brownsville Fayette County, Pennsylvania and Washington County, Pennsylvania Pennsylvania United States Metal Warren Bolt-Connected Deck Truss Fixed 14 Continuous 3 Metal Deck Girder Fixed 0 9 1960 2002 Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania Robert W. Lowry of Harrisburg, Pennsylvania 6 6 518 157.89 2133 650.14 60 18.29 https://historicbridges.org/pennsylvania/brownsvilledecktruss/little_brownsvilledecktruss_2341_small.jpg https://historicbridges.org/pennsylvania/brownsvilledecktruss/little_brownsvilledecktruss_2341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsvilledecktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.024827,-79.885054
7653 Munhall Railroad Bridge Pinkerton's Landing Railroad Bridge Sitting on stone piers of an older bridge, this mid-20th century truss bridge is at the location of the Battle of Homestead. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.414639 -79.897005 Railroad (CSX) Monongahela River Munhall and Swissvale Allegheny County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 10 3 Metal Warren Bolt-Connected Deck Truss Fixed 10 5 1963 0 American Bridge Company of New York, New York 6 6 270 82.3 1250 381 0 0 https://historicbridges.org/pennsylvania/csxmonongahelariverbridge/little_img_20190720_130557_small.jpg https://historicbridges.org/pennsylvania/csxmonongahelariverbridge/little_img_20190720_130557.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/csxmonongahelariverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.414639,-79.897005
7654 Aspinwall Railroad Bridge This large pin-connected through truss bridge also features an unusual Y approach structure at the north end. The technical description of the main or most noteworthy span of the bridge is a 410 ft (124.97 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania and American Bridge Company of New York, New York. 40.486702 -79.905290 Railroad (Allegheny Valley Railroad) Allegheny River and Railroads Aspinwall and Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 11 3 Metal Deck Girder Fixed 0 0 1904 0 Pennsylvania Steel Company of Steelton, Pennsylvania and American Bridge Company of New York, New York 8 7 410 124.97 1835 559.31 0 0 https://historicbridges.org/pennsylvania/brilliantcutoffbridge/little_brilliantcutoffbridge_9813_4_5vib_small.jpg https://historicbridges.org/pennsylvania/brilliantcutoffbridge/little_brilliantcutoffbridge_9813_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brilliantcutoffbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.486702,-79.905290
7655 Carrie Furnace Hot Metal Railroad Bridge This abandoned railroad bridge located next to the historic remains of the Carrie Furnace is noted for its massive 500 foot main span. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by John C. Spencer and W. H. Smith. 40.408421 -79.886045 Railroad (Pennsylvania Union Railroad) Monongahela River Rankin and Munhall Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 20 1 Metal Baltimore Pin-Connected Through Truss Fixed 10 0 1900 0 American Bridge Company of New York, New York John C. Spencer and W. H. Smith 8 8 500 152.4 2300 701.04 0 0 https://historicbridges.org/pennsylvania/carriefurnacehotmetalbridge/little_carriefurnace_1816_small.jpg https://historicbridges.org/pennsylvania/carriefurnacehotmetalbridge/little_carriefurnace_1816.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carriefurnacehotmetalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.408421,-79.886045
7656 White Mills Bridge This is a great example of a Champion Bridge Company truss bridge and also has riveted steel bents. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 37.555305 -86.031742 Old KY-84 Nolin River Rural Hardin County, Kentucky Kentucky United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 5 1899 0 Champion Bridge Company of Wilmington, Ohio 7 7 128 39.01 198 60.35 13.5 4.11 https://historicbridges.org/kentucky/whitemillsbridge/little_whitemillsbridge_8547a_small.jpg https://historicbridges.org/kentucky/whitemillsbridge/little_whitemillsbridge_8547a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/whitemillsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.555305,-86.031742
7657 Browns Island Bridge This continuous truss bridge was built to handle the internal needs of the Weirton Steel mill complex. The technical description of the main or most noteworthy span of the bridge is a 650 ft (198.12 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.424235 -80.605786 Steel Mill Access and Pipelines Ohio River (Main Channel) Weirton Hancock County, West Virginia West Virginia United States Metal Warren Bolt-Connected Through Truss Fixed 20 Continuous 3 0 0 1972 0 Unknown 4 5 650 198.12 1312 399.9 0 0 https://historicbridges.org/wvirginia/brownsislandbridge/little_img_20191104_162254_small.jpg https://historicbridges.org/wvirginia/brownsislandbridge/little_img_20191104_162254.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/brownsislandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.424235,-80.605786
7658 Glenwood Railroad Bridge This bridge is noted for its large rivet-connected Pennsylvania through truss span. The technical description of the main or most noteworthy span of the bridge is a 465 ft (141.73 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.398713 -79.931564 Railroad (CSX) Monongahela River Pittsburgh and West Homestead Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 14 1 Metal Parker Pin-Connected Through Truss Fixed 9 0 1915 0 American Bridge Company of New York, New York 8 7 465 141.73 2700 822.96 0 0 https://historicbridges.org/pennsylvania/glenwoodrailroadbridge/little_glenwoodrr_1237_small.jpg https://historicbridges.org/pennsylvania/glenwoodrailroadbridge/little_glenwoodrr_1237.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenwoodrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.398713,-79.931564
7659 Glenwood Bridge This bridge is unusual because most of the trusses are below deck except at the piers where they rise up forming a through truss design. The technical description of the main or most noteworthy span of the bridge is a 567 ft (172.82 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson). 40.397450 -79.935400 PA-885 Monongahela River, Railroad, and Carson Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Bolt-Connected Through Truss Fixed 18 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 8 1966 2000 Unknown Richardson, Gordon, and Associates of Pittsburgh, Pennsylvania (George S. Richardson) 6 6 567 172.82 2276 693.72 54 16.46 https://historicbridges.org/pennsylvania/glenwood/little_glenwood_1084_small.jpg https://historicbridges.org/pennsylvania/glenwood/little_glenwood_1084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.397450,-79.935400
7660 New Brighton Railroad Bridge This railroad bridge is composed of very heavy but shallow riveted deck truss spans. The technical description of the main or most noteworthy span of the bridge is a 219 ft (66.75 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by J. F. Leonard. 40.739977 -80.319624 Railroad (Norfolk Southern) Beaver River, Railroad, and 7th Avenue New Brighton Beaver County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 10 5 Metal Deck Girder Fixed 0 0 1926 0 Mount Vernon Bridge Company of Mount Vernon, Ohio J. F. Leonard 6 7 219 66.75 1221 372.16 0 0 https://historicbridges.org/pennsylvania/newbrightonrailroadbridge/little_newbrightonrailroadbridge_6091_2_3vib_small.jpg https://historicbridges.org/pennsylvania/newbrightonrailroadbridge/little_newbrightonrailroadbridge_6091_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/newbrightonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.739977,-80.319624
7661 Albertus L. Meyers Bridge 8th Street Viaduct This is an extremely large multi-span high level deck arch bridge that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) arch, fixed. The bridge was primarily built by McArthur Brothers of New York, New York. The bridge was primarily designed by Benjamin H. Davis of New York, New York. 40.597177 -75.471550 8th Street (PA-2055) Little Lehigh Creek Allentown Lehigh County, Pennsylvania Pennsylvania United States Arch Fixed 0 9 Pre-Stressed Concrete Box Beam Fixed 0 8 1913 2016 McArthur Brothers of New York, New York Benjamin H. Davis of New York, New York 8 8 135 41.15 1793 546.51 34 10.36 https://historicbridges.org/pennsylvania/8thstreetallentown/little_8thstreetallentown_7191_2_3vr_small.jpg https://historicbridges.org/pennsylvania/8thstreetallentown/little_8thstreetallentown_7191_2_3vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/8thstreetallentown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.597177,-75.471550
7662 Broad Street Bridge This is a large, high level concrete arch bridge of early construction for its size. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Cramp and Company of Philadelphia, Pennsylvania. The bridge was primarily designed by L. A. Francisco. 40.622392 -75.383822 Broad Street Monocacy Creek and Various Roads and Railroad Bethlehem Northampton County, Pennsylvania and Lehigh County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1909 2000 Cramp and Company of Philadelphia, Pennsylvania L. A. Francisco 7 7 99 30.18 431 131.37 41 12.5 https://historicbridges.org/pennsylvania/broadstreetbridge/little_img_20191102_171005_small.jpg https://historicbridges.org/pennsylvania/broadstreetbridge/little_img_20191102_171005.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.622392,-75.383822
7663 10th Street Bridge This bridge uncommon riveted Camelback through truss bridge has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by M. H. Stebbins. The bridge was primarily designed by G. A. Flink. 40.852414 -76.789030 10th Street Shamokin Creek Sunbury Northumberland County, Pennsylvania Pennsylvania United States Metal Camelback Rivet-Connected Through Truss Fixed 9 1 0 0 1916 0 M. H. Stebbins G. A. Flink 6 7 176 53.64 181 55.17 18.7 5.7 https://historicbridges.org/pennsylvania/shamokincreek10thst/little_shamokincreek10thst_1558_59_60vr_small.jpg https://historicbridges.org/pennsylvania/shamokincreek10thst/little_shamokincreek10thst_1558_59_60vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shamokincreek10thst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.852414,-76.789030
7664 Tilghman Street Viaduct This is a long curved viaduct composed of many open spandrel arch spans. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Seeds and Derham of Philadelphia, Pennsylvania. The bridge was primarily designed by James B. Long. 40.617624 -75.456685 Tilghman Street (Union Boulevard, PA-1002) Lehigh River and Railroad Allentown Lehigh County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 12 0 0 1929 2019 Seeds and Derham of Philadelphia, Pennsylvania James B. Long 7 7 185 56.39 1387 422.76 36 10.97 https://historicbridges.org/pennsylvania/tilghmanstreet/little_tilghmanstreet_6999_7000_7001vib_small.jpg https://historicbridges.org/pennsylvania/tilghmanstreet/little_tilghmanstreet_6999_7000_7001vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tilghmanstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.617624,-75.456685
7665 Bethlehem Railroad Bridge This classic railroad truss bridge sits in the shadow of the large Hill-To-Hill Bridge. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.614756 -75.385332 Railroad (Norfolk Southern) Lehigh River Bethlehem Northampton County, Pennsylvania and Lehigh County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 7 2 Metal Through Girder Fixed 0 1 0 1965 Unknown 6 6 140 42.67 440 134.11 0 0 https://historicbridges.org/pennsylvania/lehighriverrailroadbridge/little_lehighriverrailroadbridge_7467_small.jpg https://historicbridges.org/pennsylvania/lehighriverrailroadbridge/little_lehighriverrailroadbridge_7467.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lehighriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.614756,-75.385332
7666 Swinburne Bridge This is a high level viaduct type structure, composed of riveted through plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal through girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.426732 -79.950504 Frazier Street (Swinburne Street) Saline Street and Railroad (CSX) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 12 0 0 1915 1989 McClintic-Marshall Company of Pittsburgh, Pennsylvania Pittsburgh Department of Public Works 6 6 75 22.86 600 182.88 30 9.14 https://historicbridges.org/pennsylvania/swinburnebridge/little_img_20191104_102910_small.jpg https://historicbridges.org/pennsylvania/swinburnebridge/little_img_20191104_102910.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swinburnebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.426732,-79.950504
7667 WHEMCO Access Bridge West Homestead Footbridge This riveted through truss foot bridge has been abandoned with its approaches removed. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.397134 -79.925150 Pedestrian Walkway Railroad West Homestead Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 6 6 100 30.48 0 0 0 0 https://historicbridges.org/pennsylvania/glenwoodfootbridge/little_glenwoodfootbridge_2872_3_4vr_small.jpg https://historicbridges.org/pennsylvania/glenwoodfootbridge/little_glenwoodfootbridge_2872_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenwoodfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.397134,-79.925150
7668 PA-837 Railroad Overpass This large overpass truss is noted for its combination of pinned and riveted connections. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal multiple-type-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.319570 -79.898870 Railroad (Norfolk Southern) PA-837 and Railroad (Pennsylvania Union Railroad) Clairton Allegheny County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Multiple-Type-Connected Through Truss Fixed 10 1 Metal Deck Girder Fixed 0 2 0 0 American Bridge Company of New York, New York 7 7 420 128.02 600 182.88 0 0 https://historicbridges.org/pennsylvania/pa837overpass/little_day2pa837overpass10071_small.jpg https://historicbridges.org/pennsylvania/pa837overpass/little_day2pa837overpass10071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa837overpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.319570,-79.898870
7669 East Pittsburgh Railroad Overpass This through truss can be viewed from the Westinghouse Bridge which looms over this bridge making it look smaller than it is. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.392400 -79.837630 Railroad (Pennsylvania Union Railroad) Railroad (Norfolk Southern) East Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1945 0 American Bridge Company of New York, New York 6 6 210 64.01 210 64.01 0 0 https://historicbridges.org/pennsylvania/rroverpasswestinghouse/little_day2rroverpasswestinghouse9711_small.jpg https://historicbridges.org/pennsylvania/rroverpasswestinghouse/little_day2rroverpasswestinghouse9711.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rroverpasswestinghouse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.392400,-79.837630
7670 Turtle Creek Railroad Bridge This bridge appears to date to the mid 20th Century and is noted for its unusual fishbelly deck truss design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.391555 -79.840618 Railroad (Pennsylvania Union Railroad) Turtle Creek East Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 5 6 0 0 890 271.27 0 0 https://historicbridges.org/pennsylvania/turtlecreekrrbridge/little_day2turtlecreekrrbridge9656b_small.jpg https://historicbridges.org/pennsylvania/turtlecreekrrbridge/little_day2turtlecreekrrbridge9656b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turtlecreekrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.391555,-79.840618
7671 Talbot and Kenmawr Avenue Ramp Bridges This pair of bridges offer unusual construction details as they serve their purpose of providing an approach to the Rankin Bridge entrance. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Allegheny County Department of Public Works. 40.407990 -79.877320 Talbot and Kenmawr Avenue Ramps West Braddock Avenue and Fleet Street Rankin Allegheny County, Pennsylvania Pennsylvania United States Metal Variable Depth Deck Girder Fixed 0 Continuous 4 Metal Stringer (Multi-Beam) Fixed 0 4 1951 1985 Unknown Allegheny County Department of Public Works 5 5 136 41.45 552 168.25 44 13.41 https://historicbridges.org/pennsylvania/talbotavenuerankin/little_day4talbotavenuerankin6481_small.jpg https://historicbridges.org/pennsylvania/talbotavenuerankin/little_day4talbotavenuerankin6481.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/talbotavenuerankin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.407990,-79.877320
7673 West Prestonsburg Bridge One of the most unique rainbow arch bridges in the country, this bridge has a lightweight appearance and soaring arch. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Steel and Lebby Contracting Company of Knoxville, Tennessee. 37.672267 -82.779175 Bridge Street Levisa Fork West Prestonsburg and Prestonsburg Floyd County, Kentucky Kentucky United States Concrete Rainbow Through Arch Fixed 0 1 Concrete T-Beam Fixed 0 0 1928 0 Steel and Lebby Contracting Company of Knoxville, Tennessee 8 10 235 71.63 500 152.4 20 6.1 https://historicbridges.org/kentucky/prestonsburg/little_prestonsburg_brg_6195_small.jpg https://historicbridges.org/kentucky/prestonsburg/little_prestonsburg_brg_6195.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/prestonsburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.672267,-82.779175
7674 Spruce Pine Footbridge Old Pine Walking Bridge This unique footbridge is noted for its rare design which is configured as a bowstring deck truss. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Bowstring deck truss, fixed. The bridge was primarily built by Unknown. 35.914435 -82.067095 Pedestrian Walkway North Toe River Spruce Pine Mitchell County, North Carolina North Carolina United States Metal Bowstring Rivet-Connected Deck Truss Fixed 14 1 Metal Stringer (Multi-Beam) Fixed 0 0 1940 0 Unknown 8 9 105 32 403 122.83 0 0 https://historicbridges.org/northcarolina/sprucepine/little_sprucepine_brg_9771_small.jpg https://historicbridges.org/northcarolina/sprucepine/little_sprucepine_brg_9771.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/sprucepine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.914435,-82.067095
7675 Chambers Farm Lane Bridge Haywood County Bridge 79 Bypassed and preserved for pedestrian use, this is the only surviving Phoenix column bridge in North Carolina, and the oldest highway truss bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents. 35.463617 -82.899941 Chambers Farm Lane (NC-1112) (Old Alignment) West Fork Pigeon River Rural Haywood County, North Carolina North Carolina United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 1 1891 0 Phoenix Bridge Company of Phoenixville, Pennsylvania, Dean and Westbrook of New York, New York, Agents 9 10 80 24.38 99 30.18 11.2 3.41 https://historicbridges.org/northcarolina/westforkpigeonriverbridge/little_zimg_20201203_135500_small.jpg https://historicbridges.org/northcarolina/westforkpigeonriverbridge/little_zimg_20201203_135500.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/westforkpigeonriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.463617,-82.899941
7676 Elk Creek Road Bridge One of the only surviving rainbow arch bridges in West Virginia, this bridge has been bypassed, and may be a rare rainbow arch associated with Luten. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 37.735059 -82.190436 Elk Creek Road (CR-65/03) (Old Alignment) Pigeon Creek Delbarton Mingo County, West Virginia West Virginia United States Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 8 10 100 30.48 100 30.48 0 0 https://historicbridges.org/wvirginia/oldelkcreekroadbridge/little_oldelkcreekroadbridge_brg_5055_small.jpg https://historicbridges.org/wvirginia/oldelkcreekroadbridge/little_oldelkcreekroadbridge_brg_5055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/oldelkcreekroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.735059,-82.190436
7677 American Legion Memorial Bridge This is a graceful, but slightly asymmetrical continuous through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Tennessee Valley Authority. 36.563347 -82.043796 US-421 (TN-34) South Holston Lake (South Holston River) Rural Sullivan County, Tennessee Tennessee United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 Continuous 2 Metal Stringer (Multi-Beam) 0 4 1950 2008 Virginia Bridge Company of Roanoke, Virginia Tennessee Valley Authority 8 8 400 121.92 1263 384.96 24 7.32 https://historicbridges.org/tennessee/americanlegionbridge/little_americanlegionbridge_brg_7635_6_7_small.jpg https://historicbridges.org/tennessee/americanlegionbridge/little_americanlegionbridge_brg_7635_6_7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/americanlegionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.563347,-82.043796
7678 Butler Memorial Bridge This large deck truss bridge won an award for its beauty when it was constructed. The technical description of the main or most noteworthy span of the bridge is a 492 ft (149.96 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Nashville Bridge Company of Nashville, Tennessee. The bridge was primarily designed by Tennessee Valley Authority. 36.330550 -82.040951 TN-67 Watauga Lake (Watauga River) Rural Carter County, Tennessee Tennessee United States Metal Warren Rivet-Connected Deck Truss Fixed 16 Continuous 3 Concrete Slab Fixed 0 2 1948 0 Nashville Bridge Company of Nashville, Tennessee Tennessee Valley Authority 7 8 492 149.96 1092 332.84 28.5 8.69 https://historicbridges.org/tennessee/butlermemorialbridge/little_butlermemorialbridge_brg_8814_small.jpg https://historicbridges.org/tennessee/butlermemorialbridge/little_butlermemorialbridge_brg_8814.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/butlermemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.330550,-82.040951
7679 Barkers Creek Road Bridge Jewel J. Revis Memorial Bridge This is a rare example of a pin-connected Camelback truss in North Carolina. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 35.384513 -83.291526 Barkers Creek Road (NC-1392) (Abandoned Alignment) Tuckasegee River Rural Jackson County, North Carolina North Carolina United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 2 1920 0 Owego Bridge Company of Owego, New York 7 8 160 48.77 250 76.2 13 3.96 https://historicbridges.org/northcarolina/barkerscreekroadbridge/little_barkerscreekroadbridge_brg_1104_small.jpg https://historicbridges.org/northcarolina/barkerscreekroadbridge/little_barkerscreekroadbridge_brg_1104.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/barkerscreekroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.384513,-83.291526
7680 Blevins Bridge Located on a road that was long ago a railroad line, this is a rare truss bridge built by the noted Keystone Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 105.6 ft (32.19 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 36.235627 -82.154872 Old Railroad Grade Road Doe River Rural Carter County, Tennessee Tennessee United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 0 0 1889 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 8 105.6 32.19 111 33.83 9.2 2.8 https://historicbridges.org/tennessee/blevinsbridge/little_zimg_20201203_103137_small.jpg https://historicbridges.org/tennessee/blevinsbridge/little_zimg_20201203_103137.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/blevinsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.235627,-82.154872
7681 Broad Street Bridge This is one of two well-preserved Luten arch bridges in Elizabethton noted for their wide roadways and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Knoxville, Tennessee. 36.351858 -82.213492 Broad Street (US-231) Doe River Elizabethton Carter County, Tennessee Tennessee United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 5 0 0 1929 2005 Luten Bridge Company of Knoxville, Tennessee 6 7 67 20.42 298.6 91.01 58.7 17.89 https://historicbridges.org/tennessee/elizabethtonbroadstreet/little_elizabethtonbroadstreet_brg_8529_30_31_small.jpg https://historicbridges.org/tennessee/elizabethtonbroadstreet/little_elizabethtonbroadstreet_brg_8529_30_31.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/elizabethtonbroadstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.351858,-82.213492
7682 Elk Avenue Bridge This is one of two well-preserved Luten arch bridges in Elizabethton noted for their wide roadways and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 78.4 ft (23.9 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Luten Bridge Company of Knoxville, Tennessee. 36.348397 -82.212278 Elk Avenue Doe River Elizabethton Carter County, Tennessee Tennessee United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 3 0 0 1926 2004 Luten Bridge Company of Knoxville, Tennessee 6 7 78.4 23.9 234.3 71.41 53.5 16.31 https://historicbridges.org/tennessee/elizabethtonelkstreet/little_elizabethtonelkstreet_brg_8631_small.jpg https://historicbridges.org/tennessee/elizabethtonelkstreet/little_elizabethtonelkstreet_brg_8631.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/elizabethtonelkstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.348397,-82.212278
7683 Pete Dillon Bridge This is a fairly wide two lane riveted through truss that leads to the downtown of Williamson. The technical description of the main or most noteworthy span of the bridge is a 208 ft (63.4 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 37.673097 -82.280028 Harvey Street Tug Fork Williamson Mingo County, West Virginia and Pike County, Kentucky West Virginia and Kentucky United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1950 0 Unknown 6 6 208 63.4 297.6 90.71 28 8.53 https://historicbridges.org/wvirginia/petedillonbridge/little_zimg_20201202_104845_small.jpg https://historicbridges.org/wvirginia/petedillonbridge/little_zimg_20201202_104845.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/petedillonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.673097,-82.280028
7684 Justell Bridge This narrow former railroad bridge was converted for highway use and now serves a very lightly traveled state-owned road. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 37.557772 -82.633963 KY-2557 Levisa Fork Justell Floyd County, Kentucky Kentucky United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 7 1920 0 American Bridge Company of New York, New York 6 7 200 60.96 727 221.59 9.8 2.99 https://historicbridges.org/kentucky/justellbridge/little_justellbridge_brg_6639_small.jpg https://historicbridges.org/kentucky/justellbridge/little_justellbridge_brg_6639.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/justellbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.557772,-82.633963
7685 Pauley Bridge Featuring imposing stone towers, this major Works Progress Administration bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 383 ft (116.74 m) metal wire cable suspension, fixed. The bridge was primarily built by Works Progress Administration Forces. The bridge was primarily designed by O. S. Batten. 37.492845 -82.535524 Meadowview Drive Levisa Fork Pikeville Pike County, Kentucky Kentucky United States Metal Wire Cable Suspension Fixed 0 1 0 0 1936 2006 Works Progress Administration Forces O. S. Batten 7 7 383 116.74 500 152.4 10.8 3.29 https://historicbridges.org/kentucky/pauley/little_zimg_20201202_135319_small.jpg https://historicbridges.org/kentucky/pauley/little_zimg_20201202_135319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/pauley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.492845,-82.535524
7686 Adams Street Bridge This unique bridge with extremely unusual design was built using salvaged used railroad rails. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Howe pony truss, fixed. The bridge was primarily built by Unknown. 36.937093 -82.465536 Adams Street Railroad (Abandoned Interstate Railroad) Coeburn Wise County, Virginia Virginia United States Metal Howe Rivet-Connected Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 7 7 0 0 100 30.48 13 3.96 https://historicbridges.org/virginia/adamsstreetbridge/little_zimg_20201202_151312_small.jpg https://historicbridges.org/virginia/adamsstreetbridge/little_zimg_20201202_151312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/adamsstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.937093,-82.465536
7687 Hicks Hollow Road Bridge This is a good example of a pin-connected Pratt truss in North Carolina, where this bridge type is rare. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.180199 -81.964127 Hicks Hollow Road (NC-1306) Elk River Rural Avery County, North Carolina North Carolina United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 0 Unknown 7 7 100 30.48 133 40.54 11.2 3.41 https://historicbridges.org/northcarolina/hickshollowbridge/little_hickshollowbridge_brg_9189_small.jpg https://historicbridges.org/northcarolina/hickshollowbridge/little_hickshollowbridge_brg_9189.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/hickshollowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.180199,-81.964127
7688 North Hominy Creek Railroad Bridge This railroad deck truss bridge is noted for its uncommon pin-connected Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 35.536278 -82.816610 Railroad (Norfolk Southern) North Hominy Creek and Sandy Lane Rural Haywood County, North Carolina North Carolina United States Metal Warren Pin-Connected Deck Truss Fixed 6 2 Metal Deck Girder Fixed 0 2 0 0 Unknown 7 7 170 51.82 400 121.92 0 0 https://historicbridges.org/northcarolina/hominycreekrailroadbridge/little_hominycreekrailroadbridge_brg_9996_small.jpg https://historicbridges.org/northcarolina/hominycreekrailroadbridge/little_hominycreekrailroadbridge_brg_9996.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/hominycreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.536278,-82.816610
7689 Old Central Holston Bridge This abandoned bridge has an unclear history. The technical description of the main or most noteworthy span of the bridge is a 171 ft (52.12 m) metal pin-connected Camelback through truss, fixed. 36.513463 -82.141144 Abandoned Road South Fork Holston River Rural Sullivan County, Tennessee Tennessee United States Metal Camelback Pin-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 7 1903 0 7 7 171 52.12 379.5 115.67 11.5 3.51 https://historicbridges.org/tennessee/oldcentralholstonbridge/little_oldcentralholstonbridge_brg_8205_6_7_small.jpg https://historicbridges.org/tennessee/oldcentralholstonbridge/little_oldcentralholstonbridge_brg_8205_6_7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/oldcentralholstonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.513463,-82.141144
7690 Naugatuck Railroad Bridge This double-track railroad bridge sits just south of a split in the tracks. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 37.790300 -82.349380 Railroad (Norfolk Southern) Pigeon Creek Naugatuck Mingo County, West Virginia West Virginia United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 6 140 42.67 140 42.67 23 7.01 https://historicbridges.org/wvirginia/naugatuckrailroadbridge/little_naugatuckrailroadbridge_brg_4683_small.jpg https://historicbridges.org/wvirginia/naugatuckrailroadbridge/little_naugatuckrailroadbridge_brg_4683.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/naugatuckrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.790300,-82.349380
7691 Williamson Railroad Bridge This railroad bridge is noted for its skewed Baltimore through truss span. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 37.663921 -82.271598 Railroad (Norfolk Southern) Tug Fork Williamson Pike County, Kentucky and Mingo County, West Virginia Kentucky and West Virginia United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 Metal Deck Girder Fixed 0 5 1913 0 Virginia Bridge and Iron Company of Roanoke, Virginia 7 7 160 48.77 560 170.69 14.5 4.42 https://historicbridges.org/wvirginia/williamsonrailroadbridge/little_williamsonrailroadbridge_brg_5802_small.jpg https://historicbridges.org/wvirginia/williamsonrailroadbridge/little_williamsonrailroadbridge_brg_5802.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/williamsonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.663921,-82.271598
7692 Kewanee Swinging Bridge This bridge is a representative example of a crude swinging bridge built to provide pedestrian access to remote areas in the mountains. The technical description of the main or most noteworthy span of the bridge is a metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. 37.445971 -82.515176 Pedestrian Walkway Levisa Fork Rural Pike County, Kentucky Kentucky United States Metal Swinging Wire Cable Suspension Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/kentucky/kewaneeswinging/little_zimg_20201202_140417_small.jpg https://historicbridges.org/kentucky/kewaneeswinging/little_zimg_20201202_140417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/kewaneeswinging/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.445971,-82.515176
7693 Tuckasegee Swinging Bridge This suspension footbridge is noted for its three tower design and use of salvaged bridge parts for the towers. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal swinging wire cable suspension, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia (Builder of Salvaged Parts). 35.404287 -83.293443 Pedestrian Walkway Tuckaseigee River Rural Jackson County, North Carolina North Carolina United States Metal Swinging Wire Cable Suspension Fixed 0 2 0 0 0 0 Roanoke Bridge Company of Roanoke, Virginia (Builder of Salvaged Parts) 2 5 135 41.15 270 82.3 0 0 https://historicbridges.org/northcarolina/tuckasegeeswingingbridge/little_tuckasegeeswingingbridge_brg_0525_small.jpg https://historicbridges.org/northcarolina/tuckasegeeswingingbridge/little_tuckasegeeswingingbridge_brg_0525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/tuckasegeeswingingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.404287,-83.293443
7694 Hominy Creek Road Bridge This classic concrete arch bridge has been abandoned and is now positioned directly under an I-26 bridge. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 35.562838 -82.597382 Hominy Creek Road (Old NC-191) (Abandoned Alignment) Hominy Creek Asheville Buncombe County, North Carolina North Carolina United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1935 0 Unknown 5 6 75 22.86 149 45.42 20 6.1 https://historicbridges.org/northcarolina/brevardroadbridge/little_zimg_20201203_131027_small.jpg https://historicbridges.org/northcarolina/brevardroadbridge/little_zimg_20201203_131027.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/brevardroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.562838,-82.597382
7695 US-276 Bridge This bridge is a representative example of a concrete t-beam in North Carolina. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by North Carolina State Highway Commission. 35.471132 -82.885099 US-276 West Fork Pigeon River Woodrow Haywood County, North Carolina North Carolina United States Concrete T-Beam Fixed 0 3 0 0 1935 0 Unknown North Carolina State Highway Commission 1 2 41 12.5 128 39.01 24.3 7.41 https://historicbridges.org/northcarolina/woodrowbridge/little_woodrowbridge_brg_0087_small.jpg https://historicbridges.org/northcarolina/woodrowbridge/little_woodrowbridge_brg_0087.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/woodrowbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.471132,-82.885099
7696 Biltmore Estate Bridge Located on the famous Biltmore Estate is this rare all-brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a brick arch, fixed. The bridge was primarily built by D.C. Weeks. The bridge was primarily designed by Richard Morris Hunt. 35.532010 -82.553390 Winery Approach Road Formalie Branch (Biltmore Estate Bass Pond) Rural Buncombe County, North Carolina North Carolina United States Brick Arch Fixed 0 1 Elliptical Deck Arch 0 0 1893 0 D.C. Weeks Richard Morris Hunt 6 7 0 0 0 0 0 0 https://historicbridges.org/northcarolina/biltmore/little_31785980787_ef417c3b9d_o_small.jpg https://historicbridges.org/northcarolina/biltmore/little_31785980787_ef417c3b9d_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=northcarolina/biltmore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.532010,-82.553390
7697 East Williamson Footbridge Abandoned with the approach stairway removed, this footbridge appears to have connected the buildings of a railyard to a residential area of Williamson. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by Unknown. 37.664380 -82.267806 Pedestrian Walkway Railroad (Norfolk Southern) Williamson Mingo County, West Virginia West Virginia United States Metal Wire Cable Suspension Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/wvirginia/eastwilliamsonfootbridge/little_eastwilliamsonfootbridge_brg_5286_7_8_small.jpg https://historicbridges.org/wvirginia/eastwilliamsonfootbridge/little_eastwilliamsonfootbridge_brg_5286_7_8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/eastwilliamsonfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.664380,-82.267806
7698 Thomas Bridge Abandoned, deteriorated, and with piles of garbage on the deck, this bridge is sadly on the verge of collapse. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by New Columbus Bridge Company of Columbus, Ohio. 36.507345 -82.273258 Old Thomas Bridge Road Beaver Creek Bluff City Sullivan County, Tennessee Tennessee United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 5 1898 0 New Columbus Bridge Company of Columbus, Ohio 7 7 100 30.48 171 52.12 13.8 4.21 https://historicbridges.org/tennessee/thomasbridge/little_zimg_20201202_165704_small.jpg https://historicbridges.org/tennessee/thomasbridge/little_zimg_20201202_165704.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/thomasbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.507345,-82.273258
7699 NY-32 Moodna Creek Bridge This traditional state highway through truss has a wide roadway and a bright red coat of paint. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 41.433138 -74.054163 NY-32 Moodna Creek Cornwall Orange County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1937 1973 Unknown New York State Department of Public Works 5 6 175 53.34 180 54.86 37.4 11.4 https://historicbridges.org/newyork/ny32moodnacreekbridge/little_ny32moodnacreekbridge_8161_small.jpg https://historicbridges.org/newyork/ny32moodnacreekbridge/little_ny32moodnacreekbridge_8161.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny32moodnacreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.433138,-74.054163
7700 Livengood Ford Bridge Orange County Bridge 55 This is a small but unaltered and notable example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 38.512457 -86.614646 Old IN-145 French Lick Creek Rural Orange County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 National Concrete Company of Indianapolis, Indiana Daniel Luten 6 7 38.7 11.8 43 13.11 13.5 4.11 https://historicbridges.org/indiana/livengoodfordbridge/little_livengoodfordbridge_4031_2_3r_small.jpg https://historicbridges.org/indiana/livengoodfordbridge/little_livengoodfordbridge_4031_2_3r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/livengoodfordbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.512457,-86.614646
7701 New Discovery Road Bridge Parke County Bridge 98 This is one of several rare examples of curved chord through girders found only in Parke County, and no other county in Indiana. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 39.744281 -87.206983 New Discovery Road (CR-160 South) Williams Creek Rural Parke County, Indiana Indiana United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 0 0 Unknown 6 7 50 15.24 54.8 16.7 18 5.49 https://historicbridges.org/indiana/newdiscoveryroadbridge/little_newdiscoveryroadbridge_6407_8_9r_small.jpg https://historicbridges.org/indiana/newdiscoveryroadbridge/little_newdiscoveryroadbridge_6407_8_9r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/newdiscoveryroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.744281,-87.206983
7702 Perrin Bridge Parke County Bridge 34 This is one of several rare examples of curved chord through girders found only in Parke County, and no other county in Indiana. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete curved chord through girder, fixed. The bridge was primarily built by W. J. Nowling. 39.709953 -87.238084 CR-400 South Sunderland Branch (Little Raccoon Creek) Rural Parke County, Indiana Indiana United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1921 0 W. J. Nowling 6 7 40 12.19 45 13.72 15.7 4.79 https://historicbridges.org/indiana/sunderlandbranchbridge/little_sunderlandbranchbridge_6374_5_6r_small.jpg https://historicbridges.org/indiana/sunderlandbranchbridge/little_sunderlandbranchbridge_6374_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sunderlandbranchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.709953,-87.238084
7703 CR-122 South Bridge Putnam County Bridge 202 This is a multi-span pony truss also noted for a skew. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.485200 -86.733796 CR-122 South Mill Creek Rural Putnam County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 6 2 0 0 1930 0 Unknown 5 6 84 25.6 173 52.73 24 7.32 https://historicbridges.org/indiana/millcreekbridgecr1200s/little_millcreekbridgecr1200s_4613a_small.jpg https://historicbridges.org/indiana/millcreekbridgecr1200s/little_millcreekbridgecr1200s_4613a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millcreekbridgecr1200s/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.485200,-86.733796
7704 CR-300 South Bridge Putnam County Bridge 154 This is a traditional riveted pony truss. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 39.617646 -86.786789 CR-300 South Deer Creek Rural Putnam County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1935 0 Unknown 5 5 84 25.6 88 26.82 24.3 7.41 https://historicbridges.org/indiana/deercreekbridgecr300s/little_deercreekbridgecr300s_5093a_small.jpg https://historicbridges.org/indiana/deercreekbridgecr300s/little_deercreekbridgecr300s_5093a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekbridgecr300s/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.617646,-86.786789
7705 Taconic State Parkway Southbound New Croton Reservoir Bridge This truss bridge was built to create a one-way couplet with an existing historic bridge and provide separate bridges for northbound and southbound traffic. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.238849 -73.817723 Taconic State Parkway (Southbound) (NY-987G) New Croton Reservoir Rural Westchester County, New York New York United States Metal Warren Bolt-Connected Deck Truss Fixed 16 Continuous 5 0 0 1972 0 Unknown 2 2 400 121.92 1363 415.44 40.4 12.31 https://historicbridges.org/newyork/taconicstateparkwaydecktruss/little_taconicstateparkwaydecktruss_8458_small.jpg https://historicbridges.org/newyork/taconicstateparkwaydecktruss/little_taconicstateparkwaydecktruss_8458.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/taconicstateparkwaydecktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.238849,-73.817723
7706 NY-129 Bridge This is a very late example of a concrete rigid-frame overpass bridge in New York State. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 41.239793 -73.812919 NY-129 Taconic State Parkway (Northbound) (NY-987G) Rural Westchester County, New York New York United States Concrete Rigid-Frame Fixed 0 1 0 0 1968 0 Unknown 2 2 54 16.46 64 19.51 28 8.53 https://historicbridges.org/newyork/taconicstateparkway129/little_taconicstateparkway129_8071_small.jpg https://historicbridges.org/newyork/taconicstateparkway129/little_taconicstateparkway129_8071.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/taconicstateparkway129/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.239793,-73.812919
7707 Cleft Ridge Arch This ancient stone arch bridge is also noted for its very ornamental details. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Calvert Vaux. 40.659939 -73.964910 Well House Drive Pedestrian Walkway New York Brooklyn, New York New York United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1872 0 Unknown Calvert Vaux 9 9 0 0 0 0 0 0 https://historicbridges.org/newyork/ppcleftridgearch/little_ppcleftridgearch_9604_5_6vr_stitch2_small.jpg https://historicbridges.org/newyork/ppcleftridgearch/little_ppcleftridgearch_9604_5_6vr_stitch2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ppcleftridgearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.659939,-73.964910
7708 Nethermead Arch This stone arch bridge is buried in a wooded area, but is noted for its impressive brick underside that people walking under it can enjoy. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.662352 -73.969069 Center Drive The Ambergill, Pedestrian Walkway New York Brooklyn, New York New York United States Stone and Brick Segmental Deck Arch Fixed 0 3 0 0 1870 0 Unknown 8 8 27 8.23 119 36.27 34.5 10.52 https://historicbridges.org/newyork/ppnethermeadarch/little_ppnethermeadarch_9178_79_80vr_small.jpg https://historicbridges.org/newyork/ppnethermeadarch/little_ppnethermeadarch_9178_79_80vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ppnethermeadarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.662352,-73.969069
7709 Culver Viaduct 3rd Avenue Overpass This is one of the larger spans of this section of elevated railroad, which required a truss span. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.671028 -73.991316 Railroad (New York Subway, F Line and G Line) 3rd Avenue New York Brooklyn, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1933 0 Unknown 6 5 84 25.6 0 0 0 0 https://historicbridges.org/newyork/3rdavenueoverpass/little_3rdavenueoverpass_0382_3_4vr_small.jpg https://historicbridges.org/newyork/3rdavenueoverpass/little_3rdavenueoverpass_0382_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/3rdavenueoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.671028,-73.991316
7710 Winding Road Bridge This bridge is an excellent representative example of a 1950s steel stringer bridge, noted for its lack of alteration including original railings. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.107550 -76.362120 Winding Road (PA-1020) Fishing Creek Rural Columbia County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 1976 Unknown Pennsylvania State Highway Department 3 3 60 18.29 126 38.4 24.3 7.41 https://historicbridges.org/pennsylvania/windingroadbridge/little_windingroadbridge_4774_small.jpg https://historicbridges.org/pennsylvania/windingroadbridge/little_windingroadbridge_4774.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/windingroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.107550,-76.362120
7711 Winding Road Bridge This is an increasingly rare example of an unaltered highway plate girder in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.130935 -76.302606 Winding Road (PA-1020) Pine Creek Rural Columbia County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 1 0 0 1940 0 Unknown Pennsylvania State Highway Department 4 4 90 27.43 92 28.04 24.3 7.41 https://historicbridges.org/pennsylvania/windingroadbridge2/little_windingroadbridge2_5020_small.jpg https://historicbridges.org/pennsylvania/windingroadbridge2/little_windingroadbridge2_5020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/windingroadbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.130935,-76.302606
7712 Dunlaps Creek Railroad Bridge This is a small, simple concrete arch railroad bridge, located in the shadow of other historic bridges in the area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.021879 -79.888485 Railroad (CSX) Dunlaps Creek Brownsville Fayette County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/brownsvillerailroad/little_brownsvillerailroad_1177_small.jpg https://historicbridges.org/pennsylvania/brownsvillerailroad/little_brownsvillerailroad_1177.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brownsvillerailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.021879,-79.888485
7713 Woolslayer Bridge Stormsford Bridge This genuine historic truss bridge, a notable product of the Penn Bridge Company, has been hidden and diminished by the addition of a fake wooden covering. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 40.804037 -80.240200 Brush Creek Park Trail Brush Creek Rural Beaver County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1890 1974 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 75 22.86 0 0 0 0 https://historicbridges.org/pennsylvania/woolslayerbridge/little_woolslayerbridge_6271_2_3vib_small.jpg https://historicbridges.org/pennsylvania/woolslayerbridge/little_woolslayerbridge_6271_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/woolslayerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.804037,-80.240200
7714 Charles River Railroad Bridge This is a heavy duty concrete arch bridge built to carry multiple sets of tracks. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.340678 -71.257009 Railroad (MBTA Worcester Line) Charles River Newton Middlesex County, Massachusetts Massachusetts United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1916 0 Unknown 5 5 76 23.16 218.5 66.6 62 18.9 https://historicbridges.org/massachusetts/charlesriverrailroadbridge/little_charlesriverrailroadbridge_4030_1_2vib_small.jpg https://historicbridges.org/massachusetts/charlesriverrailroadbridge/little_charlesriverrailroadbridge_4030_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/charlesriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.340678,-71.257009
7715 Boylston Street Overpass This is a good representative example of a fairly early concrete, stone faced rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 42.316975 -71.226918 Boylston Street (MA-9) Quinobequin Road (Ellis Street) Newton Middlesex County, Massachusetts Massachusetts United States Concrete Rigid-Frame Fixed 0 1 0 0 1930 0 Unknown 3 4 50 15.24 59 17.98 54.1 16.49 https://historicbridges.org/massachusetts/boylstonstreetoverpass/little_boylstonstreetoverpass_0138_39_40vib_small.jpg https://historicbridges.org/massachusetts/boylstonstreetoverpass/little_boylstonstreetoverpass_0138_39_40vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/boylstonstreetoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.316975,-71.226918
7716 Embankment Road Westbound Offramp Bridge This unusual curved ramp bridge consists of stepped plate girders. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.362337 -71.071790 Embankment Road Westbound Offramp Embankment Road Boston Suffolk County, Massachusetts Massachusetts United States Metal Through Girder Fixed 0 7 0 0 1951 1996 Unknown 4 4 110 33.53 496 151.18 30 9.14 https://historicbridges.org/massachusetts/charlescircle/little_charlescircle_2473_small.jpg https://historicbridges.org/massachusetts/charlescircle/little_charlescircle_2473.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/charlescircle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362337,-71.071790
7717 Millard E. Tydings Memorial Bridge This is a later, but extremely long example of a cantilever deck truss. The technical description of the main or most noteworthy span of the bridge is a 490 ft (149.35 m) metal bolt-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 39.581388 -76.104492 I-95 Susquehanna River and Railroad Havre de Grace Harford County, Maryland and Cecil County, Maryland Maryland United States Metal Pratt Bolt-Connected Deck Truss Fixed 0 11 Metal Stringer (Multi-Beam) Fixed 0 3 1962 1988 Unknown 6 6 490 149.35 5061 1542.59 80 24.38 https://historicbridges.org/maryland/millardetydingsmemorialbridge/little_millardetydingsmemorialbridge_0981_2_3vib_small.jpg https://historicbridges.org/maryland/millardetydingsmemorialbridge/little_millardetydingsmemorialbridge_0981_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/millardetydingsmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.581388,-76.104492
7718 Pine Creek Rail Trail Bridge 1 Tomb Bridge Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.239550 -77.333360 Railroad (Pine Creek Rail Trail) Pine Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 3 0 0 1902 0 American Bridge Company of New York, New York 7 7 160 48.77 480 146.3 0 0 https://historicbridges.org/pennsylvania/pinecreekrr1/little_pinecreekrr1_0514_5_6v_small.jpg https://historicbridges.org/pennsylvania/pinecreekrr1/little_pinecreekrr1_0514_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.239550,-77.333360
7719 Pine Creek Rail Trail Bridge 2 Ramsey Bridge Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.283150 -77.322180 Railroad (Pine Creek Rail Trail) Pine Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 3 0 0 1902 0 American Bridge Company of New York, New York 7 7 155 47.24 470 143.26 0 0 https://historicbridges.org/pennsylvania/pinecreekrr2/little_pinecreekrr2_0586_small.jpg https://historicbridges.org/pennsylvania/pinecreekrr2/little_pinecreekrr2_0586.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.283150,-77.322180
7720 Pine Creek Rail Trail Bridge 3 Waterville Railroad Bridge Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.309150 -77.362860 Railroad (Pine Creek Rail Trail) Little Pine Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 2 0 0 1902 0 American Bridge Company of New York, New York 7 7 150 45.72 300 91.44 0 0 https://historicbridges.org/pennsylvania/pinecreekrr3/little_pinecreekrr3_0742_small.jpg https://historicbridges.org/pennsylvania/pinecreekrr3/little_pinecreekrr3_0742.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.309150,-77.362860
7721 Pine Creek Rail Trail Bridge 4 Cedar Run Bridge Located on a rail-trail in a scenic mountainous setting, this is one of several stunning historic truss bridges on the rail-trail. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.527080 -77.438950 Railroad (Pine Creek Rail Trail) Pine Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 3 0 0 1902 0 American Bridge Company of New York, New York 7 7 135 41.15 420 128.02 0 0 https://historicbridges.org/pennsylvania/pinecreekrr5/little_pinecreekrr5_1624_5_6v_small.jpg https://historicbridges.org/pennsylvania/pinecreekrr5/little_pinecreekrr5_1624_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pinecreekrr5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527080,-77.438950
7722 Roaring Branch Bridge This classic pin-connected pony truss has been altered by the addition of a load-bearing arch to the trusses. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.562570 -76.954740 Bridge Street (TR-860) Lycoming Creek Rural Lycoming County, Pennsylvania, and Tioga County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 6 61 18.59 70 21.34 13 3.96 https://historicbridges.org/pennsylvania/roaringbranch/little_roaringbranch_2371_small.jpg https://historicbridges.org/pennsylvania/roaringbranch/little_roaringbranch_2371.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roaringbranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.562570,-76.954740
7723 Pleasant Stream Road Bridge This is an unaltered example of a county-designed 1930s truss bridge, and as such it differs in design from state designs in use at the same time. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by E. C. Williams. The bridge was primarily designed by Mark C. Krause. 41.475870 -76.980130 Pleasant Stream Road (TR-665) Lycoming Creek Rural Lycoming County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1937 1961 E. C. Williams Mark C. Krause 5 5 100 30.48 104 31.7 20 6.1 https://historicbridges.org/pennsylvania/pleasantstreamroad/little_pleasantstreamroad_2680_1_2v_small.jpg https://historicbridges.org/pennsylvania/pleasantstreamroad/little_pleasantstreamroad_2680_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pleasantstreamroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.475870,-76.980130
7724 Montour Park Bridge This abandoned bridge has the distinctive details indicating it is an extremely early surviving example of a pin-connected Pratt truss. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 40.462250 -80.161010 Abandoned Road Montour Run Robinson Township and Moon Township Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/montourrun/little_img_20180725_114522_small.jpg https://historicbridges.org/pennsylvania/montourrun/little_img_20180725_114522.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/montourrun/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.462250,-80.161010
7725 Cogan Station Bridge This classic state standard through truss has been nicely rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.319930 -77.092260 PA-973 Lycoming Creek Perryville Lycoming County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1941 2012 Unknown Pennsylvania State Highway Department 7 7 206 62.79 211 64.31 23 7.01 https://historicbridges.org/pennsylvania/coganstation/little_coganstation_2851_small.jpg https://historicbridges.org/pennsylvania/coganstation/little_coganstation_2851.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/coganstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319930,-77.092260
7726 Wheeling Creek Railroad Bridge This abandoned bridge is a fairly lightweight railroad deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 40.080161 -80.720148 Railroad (Abandoned Wheeling Terminal Railway) Wheeling Creek and McColloch Street Wheeling Ohio County, West Virginia West Virginia United States Metal Pratt Pin-Connected Deck Truss Fixed 5 2 Metal Deck Girder Fixed 0 1 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/wvirginia/wheelingcreekrailroadbridge/little_img_20191104_142754_small.jpg https://historicbridges.org/wvirginia/wheelingcreekrailroadbridge/little_img_20191104_142754.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/wheelingcreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.080161,-80.720148
7727 Lickdale Road Bridge This state standard pony truss is noted for its two-span configuration and its skew. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by H. R. Miller Company. The bridge was primarily designed by Pennsylvania State Highway Department. 40.452510 -76.508514 Lickdale Road (PA-1020) Swatara Creek Rural Lebanon County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 8 2 0 0 1932 1996 H. R. Miller Company Pennsylvania State Highway Department 5 6 115 35.05 236 71.93 22.3 6.8 https://historicbridges.org/pennsylvania/lickdaleroadbridge/little_lickdaleroadbridge_5091_small.jpg https://historicbridges.org/pennsylvania/lickdaleroadbridge/little_lickdaleroadbridge_5091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lickdaleroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.452510,-76.508514
7729 Broadway Street Bridge This is an uncommon small-scale example of an open spandrel concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Charles E. Walton of Pottsville, Pennsylvania. 40.633307 -76.174000 Broadway Street Schuylkill River Schuylkill Haven Schuylkill County, Pennsylvania Pennsylvania United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 0 1930 0 Charles E. Walton of Pottsville, Pennsylvania 6 6 70 21.34 158 48.16 21 6.4 https://historicbridges.org/pennsylvania/broadwaybridge/little_img_20191102_124308_small.jpg https://historicbridges.org/pennsylvania/broadwaybridge/little_img_20191102_124308.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/broadwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.633307,-76.174000
7730 Little Lehigh Creek Railroad Bridge This uncommon riveted railroad pony truss bridge has been abandoned for a long time. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.599886 -75.462778 Railroad (Abandoned Lehigh Valley Railroad) Little Lehigh Creek Allentown Lehigh County, Pennsylvania Pennsylvania United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/littlelehighcreekrailroadbridge/little_littlelehighcreekrailroadbridge_7095_small.jpg https://historicbridges.org/pennsylvania/littlelehighcreekrailroadbridge/little_littlelehighcreekrailroadbridge_7095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/littlelehighcreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.599886,-75.462778
7731 Hecla Bridge This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 53 ft (16.15 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles E. Walton of Pottsville, Pennsylvania. 40.701949 -75.993312 Schuylkill Road (PA-2022) Little Schuylkill River Hecla Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1927 0 Charles E. Walton of Pottsville, Pennsylvania 5 5 53 16.15 112 34.14 24 7.32 https://historicbridges.org/pennsylvania/hecla/little_hecla_6312_3_4vib_small.jpg https://historicbridges.org/pennsylvania/hecla/little_hecla_6312_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/hecla/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.701949,-75.993312
7732 Swopes Valley Road Bridge This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.522653 -76.467956 Swopes Valley Road (TR-391) Swatara Creek Rural Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1933 0 Unknown 5 5 65 19.81 136 41.45 24.6 7.5 https://historicbridges.org/pennsylvania/swopesvalleyroadbridge/little_img_20191102_120117_small.jpg https://historicbridges.org/pennsylvania/swopesvalleyroadbridge/little_img_20191102_120117.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swopesvalleyroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.522653,-76.467956
7733 Columbia Street Bridge This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Clarksburg, West Virginia. 40.624053 -76.174780 Columbia Street (PA-443) Schuylkill River Schuylkill Haven Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1921 0 Concrete Steel Bridge Company of Clarksburg, West Virginia 5 5 66 20.12 137 41.76 22.3 6.8 https://historicbridges.org/pennsylvania/schuylkillhaven/little_schuylkillhaven_5778_79_80vr_small.jpg https://historicbridges.org/pennsylvania/schuylkillhaven/little_schuylkillhaven_5778_79_80vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillhaven/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.624053,-76.174780
7734 PA-895 Bridge This is a traditional example of a small scale closed spandrel arch bridge. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Walter H. Drawbaugh of Dover, Pennsylvania. 40.543277 -76.382929 PA-895 (Wood Street, Rock Road) Swatara Creek Pine Grove Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1934 0 Walter H. Drawbaugh of Dover, Pennsylvania 5 5 64 19.51 131 39.93 25 7.62 https://historicbridges.org/pennsylvania/pa895/little_pa895_5652_3_4vr_small.jpg https://historicbridges.org/pennsylvania/pa895/little_pa895_5652_3_4vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa895/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.543277,-76.382929
7735 PA-443 Bridge This bridge appears to have been a Luten arch bridge which was widened using a standard county arch and railing design on one side. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.564905 -76.368412 PA-443 South Branch Swatara Creek Rural Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 1956 Unknown 5 5 98 29.87 103 31.39 26.6 8.11 https://historicbridges.org/pennsylvania/pa443/little_pa443_5709_10_11vr_small.jpg https://historicbridges.org/pennsylvania/pa443/little_pa443_5709_10_11vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa443/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.564905,-76.368412
7736 ! Walnut Street Bridge This somewhat high level plate girder bridge is noted for its concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.751721 -75.606004 Walnut Street Trout Creek and Factory Street Slatington Lehigh County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 Concrete Stringer (Multi-Beam) Fixed 0 3 1925 0 Unknown 4 6 88 26.82 302 92.05 20 6.1 https://historicbridges.org/pennsylvania/slatington/little_img_20191102_142742_small.jpg https://historicbridges.org/pennsylvania/slatington/little_img_20191102_142742.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/slatington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.751721,-75.606004
7737 Ohio Road Bridge This small stone arch bridge has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.620253 -75.384169 Ohio Road Monocacy Creek Bethlehem Northampton County, Pennsylvania and Lehigh County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/ohioroadbridge/little_ohioroadbridge_8019_20_21vr_small.jpg https://historicbridges.org/pennsylvania/ohioroadbridge/little_ohioroadbridge_8019_20_21vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohioroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.620253,-75.384169
7738 Kentucky Avenue Bridge Marion County Bridge 3110 This is a large multi-span concrete arch bridge that has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 147 ft (44.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Mead-Balch Construction of Indianapolis, Indiana. 39.756521 -86.173483 Kentucky Avenue White River Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 7 0 0 1925 1983 Mead-Balch Construction of Indianapolis, Indiana 6 6 147 44.81 959 292.3 56.4 17.19 https://historicbridges.org/indiana/kentuckyavenuewhiteriverbridge/little_kentuckyavenuewhiteriverbridge_3915_6_7vib_small.jpg https://historicbridges.org/indiana/kentuckyavenuewhiteriverbridge/little_kentuckyavenuewhiteriverbridge_3915_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kentuckyavenuewhiteriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.756521,-86.173483
7739 Reelsville Bridge Putnam County Bridge 159 This uncommon rural open spandrel variation of a Luten arch bridge was bypassed and preserved in place. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Luten Engineering Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 39.554773 -86.963732 CR-625 West Big Walnut Creek Rural Putnam County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1927 2007 Luten Engineering Company of Indianapolis, Indiana Daniel Luten 6 7 128 39.01 171 52.12 16.7 5.09 https://historicbridges.org/indiana/reelsvillebridge/little_reelsvillebridge_5708_09_10v_small.jpg https://historicbridges.org/indiana/reelsvillebridge/little_reelsvillebridge_5708_09_10v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/reelsvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.554773,-86.963732
7740 Morris Street Bridge Marion County Bridge 3108 This is a later example of a Luten arch bridge, and it is in good condition, although the railings on it are not original. The technical description of the main or most noteworthy span of the bridge is a 137.5 ft (41.91 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 39.751535 -86.174573 Morris Street White River Indianapolis Marion County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1928 2010 National Concrete Company of Indianapolis, Indiana Daniel Luten 5 6 137.5 41.91 653 199.03 64 19.51 https://historicbridges.org/indiana/morrisstreetbridge/little_morrisstreetbridge_3864_5_6vib_small.jpg https://historicbridges.org/indiana/morrisstreetbridge/little_morrisstreetbridge_3864_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/morrisstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.751535,-86.174573
7741 White River Railroad Bridge At this location, two traditional riveted deck plate girder railroad bridges cross the river. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 39.763779 -86.173220 Railroad (Former Pennsylvania Railroad) White River Indianapolis Marion County, Indiana Indiana United States Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 3 3 100 30.48 665 202.69 0 0 https://historicbridges.org/indiana/whiteriverrailroadbridge/little_whiteriverrailroadbridge_3951_2_3vib_small.jpg https://historicbridges.org/indiana/whiteriverrailroadbridge/little_whiteriverrailroadbridge_3951_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/whiteriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.763779,-86.173220
7742 Lincoln Way Bridge This tiny stone arch is located on the historic Lincoln Highway, and is handsomely proportioned with keystones and ornate railings. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.664670 -86.236650 Lincoln Way (Historic Lincoln Highway) Bowman Creek South Bend St. Joseph County, Indiana Indiana United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/indiana/lincolnwaystonearch/little_lincolnwaystonearch485_small.jpg https://historicbridges.org/indiana/lincolnwaystonearch/little_lincolnwaystonearch485.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/lincolnwaystonearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.664670,-86.236650
7743 Kentucky Avenue Eagle Creek Bridge Marion County Bridge 3111 This later example of a concrete arch bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 69.6 ft (21.21 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.736704 -86.196662 Kentucky Avenue Eagle Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1935 2002 Unknown 5 4 69.6 21.21 205 62.48 54.5 16.61 https://historicbridges.org/indiana/kentuckyavenueeaglecreekbridge/little_kentuckyavenueeaglecreekbridge_3255_6_7vr_small.jpg https://historicbridges.org/indiana/kentuckyavenueeaglecreekbridge/little_kentuckyavenueeaglecreekbridge_3255_6_7vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kentuckyavenueeaglecreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.736704,-86.196662
7744 Ferry Street Bridge Wabash County Bridge 505 This is one of the only known surviving examples of a bridge using the patented Kahn type of trussed rebar. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by John A. Ross. The bridge was primarily designed by Trussed Concrete Steel Company of Detroit, Michigan and John Hilty. 40.801357 -85.833970 Ferry Street Charley Creek and Vermont Street Wabash Wabash County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1905 0 John A. Ross Trussed Concrete Steel Company of Detroit, Michigan and John Hilty 8 8 75 22.86 238 72.54 26 7.92 https://historicbridges.org/indiana/ferrystreetbridge/little_ferrystreetbridge_3962a_small.jpg https://historicbridges.org/indiana/ferrystreetbridge/little_ferrystreetbridge_3962a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ferrystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.801357,-85.833970
7745 Huntington Street Bridge Wabash County Bridge 506 This concrete arch bridge was designed by a noteworthy regional engineer. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Janse Brothers, Boomer, Crain and Howe of Detroit, Michigan. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. 40.793705 -85.816099 Huntington Street Wabash River Wabash Wabash County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 6 0 0 1995 0 Janse Brothers, Boomer, Crain and Howe of Detroit, Michigan Asa Waters Grosvenor of Fort Wayne, Indiana 6 6 100 30.48 695 211.84 26 7.92 https://historicbridges.org/indiana/huntingtonstreetbridge/little_huntingtonstreetbridge_4115_6_7r_small.jpg https://historicbridges.org/indiana/huntingtonstreetbridge/little_huntingtonstreetbridge_4115_6_7r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/huntingtonstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.793705,-85.816099
7746 Wabash Railroad Bridge This traditional deck plate girder bridge is noted for its curved design. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 40.795124 -85.813994 Railroad (Norfolk Southern) Wabash River Wabash Wabash County, Indiana Indiana United States Metal Deck Girder Fixed 0 0 0 0 1907 0 Unknown 3 3 100 30.48 705 214.88 0 0 https://historicbridges.org/indiana/wabashrailroadbridge/little_wabashrailroadbridge_4190a_small.jpg https://historicbridges.org/indiana/wabashrailroadbridge/little_wabashrailroadbridge_4190a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.795124,-85.813994
7747 CR-600 East Bridge Shelby County Bridge 134 This is a small two span stone arch bridge in a rural location. The technical description of the main or most noteworthy span of the bridge is a 15.7 ft (4.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by William Avery and Joseph Eck. 39.435134 -85.666773 CR-600 East Deer Creek Rural Shelby County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 2 0 0 1892 0 William Avery and Joseph Eck 6 6 15.7 4.79 56 17.07 18.7 5.7 https://historicbridges.org/indiana/deercreekcr600ebridge/little_deercreekcr600ebridge_6063_4_5vr_small.jpg https://historicbridges.org/indiana/deercreekcr600ebridge/little_deercreekcr600ebridge_6063_4_5vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekcr600ebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.435134,-85.666773
7748 CR-650 North Bridge Decatur County Bridge 33 This is a multi-span arch bridge with a combination of span types. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) stone Segmental deck arch, fixed. The bridge was primarily built by Samuel A. Hodson and Joseph M. Mathews. 39.431109 -85.546807 CR-650 North Little Flatrock River Rural Decatur County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 4 0 0 1903 0 Samuel A. Hodson and Joseph M. Mathews 6 6 39 11.89 134 40.84 23.6 7.19 https://historicbridges.org/indiana/littleflatrockrivercr650nbridge/little_img_20190921_191618_small.jpg https://historicbridges.org/indiana/littleflatrockrivercr650nbridge/little_img_20190921_191618.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/littleflatrockrivercr650nbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.431109,-85.546807
7749 Garfield Park Bridge Marion County Bridge 3229 This small stone arch bridge in a park setting is noted for its attractive railing and arched deck. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.734423 -86.145831 Pedestrian Walkway Bean Creek Indianapolis Marion County, Indiana Indiana United States Stone Segmental Deck Arch Fixed 0 1 0 0 1907 1981 Unknown 5 6 39.4 12.01 40 12.19 24.6 7.5 https://historicbridges.org/indiana/garfieldparkbeancreekbridge/little_img_20190921_152401_small.jpg https://historicbridges.org/indiana/garfieldparkbeancreekbridge/little_img_20190921_152401.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkbeancreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.734423,-86.145831
7750 Pagoda Drive Bridge Marion County Bridge 3220 This is one of several historic arch bridges located in Garfield Park. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Todd and Reid of Indianapolis, Indiana. The bridge was primarily designed by John L. Elliott. 39.730652 -86.142677 Pagoda Drive Bean Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 Todd and Reid of Indianapolis, Indiana John L. Elliott 5 6 40 12.19 45 13.72 23 7.01 https://historicbridges.org/indiana/garfieldparkbeancreekpagodard/little_img_20190921_153553_small.jpg https://historicbridges.org/indiana/garfieldparkbeancreekpagodard/little_img_20190921_153553.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkbeancreekpagodard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.730652,-86.142677
7751 Conservatory Drive Bridge This is a graceful arched bridge with a deck that is also arched, and it has brick detailing on the concrete. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by H. F. Hackerdorn. 39.736225 -86.147456 Conservatory Drive Pleasant Run Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1907 0 H. F. Hackerdorn 5 6 71 21.64 74.2 22.62 19.4 5.91 https://historicbridges.org/indiana/garfieldparkconservatorydrivebridge/little_garfieldparkconservatorydrivebridge_4191_small.jpg https://historicbridges.org/indiana/garfieldparkconservatorydrivebridge/little_garfieldparkconservatorydrivebridge_4191.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkconservatorydrivebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.736225,-86.147456
7752 Garfield Park Bridge This is one of several historic arch bridges in and around Garfield Park. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Todd and Reid of Indianapolis, Indiana. The bridge was primarily designed by John L. Elliott. 39.732823 -86.144619 Garfield Park Road Bean Creek Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 Todd and Reid of Indianapolis, Indiana John L. Elliott 5 6 40 12.19 45 13.72 33.8 10.3 https://historicbridges.org/indiana/garfieldparkbeancreekroadbridge/little_img_20190921_152909_small.jpg https://historicbridges.org/indiana/garfieldparkbeancreekroadbridge/little_img_20190921_152909.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparkbeancreekroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.732823,-86.144619
7753 Southern Avenue Bridge Marion County Bridge 3221 This is one of several historic arch bridges in and around Garfield Park. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) concrete (stone faced) deck arch, fixed. The bridge was primarily built by T. Frazier. 39.730031 -86.141860 Southern Avenue Bean Creek Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Deck Arch Fixed 0 1 0 0 1910 1991 T. Frazier 5 6 53.8 16.4 55 16.76 40 12.19 https://historicbridges.org/indiana/garfieldparksouthernavenuebeancreekbridge/little_img_20190921_153930_small.jpg https://historicbridges.org/indiana/garfieldparksouthernavenuebeancreekbridge/little_img_20190921_153930.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/garfieldparksouthernavenuebeancreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.730031,-86.141860
7754 Gospel Street Footbridge Sitting next to a historic highway truss bridge is this historic riveted bowstring footbridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 38.554459 -86.468549 Pedestrian Walkway (Gospel Street) Lick Creek Paoli Orange County, Indiana Indiana United States Metal Bowstring Rivet-Connected Pony Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 6 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/indiana/gospelped/little_img_1086_small.jpg https://historicbridges.org/indiana/gospelped/little_img_1086.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/gospelped/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.554459,-86.468549
7755 Broadway Bridge One of the oldest concrete bridges in Ohio, this bridge is also a rare example of an unreinforced concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Emerson and Jones. The bridge was primarily designed by P. O. Monfort. 39.431148 -84.208598 Broadway Street Turtle Creek Lebanon Warren County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1897 2005 Emerson and Jones P. O. Monfort 8 9 37 11.28 100 30.48 22 6.71 https://historicbridges.org/ohio/lebanonsouthbroadwaybridge/little_lebanonsouthbroadwaybridge_0469_small.jpg https://historicbridges.org/ohio/lebanonsouthbroadwaybridge/little_lebanonsouthbroadwaybridge_0469.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lebanonsouthbroadwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.431148,-84.208598
7756 Foster Bridge This is a very large concrete arch bridge that can be difficult to view due to the trees surrounding it. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by W. L. Johnson Construction Company of Hicksville, Ohio. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. 39.320356 -84.252239 US-22 and OH-3 Little Miami River Rural Warren County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 6 Pre-Stressed Concrete Box Beam Fixed 0 10 1937 1991 W. L. Johnson Construction Company of Hicksville, Ohio D. H. Overman and Ohio State Highway Department 6 8 175 53.34 1358 413.92 30 9.14 https://historicbridges.org/ohio/fosterbridge/little_fosterbridge_0424_5_6vib_small.jpg https://historicbridges.org/ohio/fosterbridge/little_fosterbridge_0424_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fosterbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.320356,-84.252239
7757 Liberty Road Bridge This is a rare surviving example of a curved chord through girder bridge in Ohio. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete curved chord through girder, fixed. The bridge was primarily built by Unknown. 39.989851 -81.731440 Liberty Road North Crooked Creek New Concord Muskingum County, Ohio Ohio United States Concrete Curved Chord Through Girder Fixed 0 1 0 0 1928 0 Unknown 6 7 40 12.19 45 13.72 24 7.32 https://historicbridges.org/ohio/libertyroad/little_libertyroad_5389_90_91vr_small.jpg https://historicbridges.org/ohio/libertyroad/little_libertyroad_5389_90_91vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/libertyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.989851,-81.731440
7759 大栄橋 (Daiei Bridge) (たいえいばし) This is one of several similar riveted truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Yokogawa Bridge Works. 35.676360 139.810900 Koto Ward Road No. 3020 (江東区道第3020号線) Oyoko River (大横川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1929 0 Yokogawa Bridge Works 7 6 120 36.58 123.2 37.55 21 6.4 https://historicbridges.org/japan/daiei_bridge/little_daiei_bridge_brg_3921_small.jpg https://historicbridges.org/japan/daiei_bridge/little_daiei_bridge_brg_3921.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/daiei_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.676360,139.810900
7760 福壽橋 (Fukuju Bridge) 福寿橋 Fukujyu Bridge (ふくじゅばし) A two color paint scheme highlights the attractive v-lacing and lattice on this bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Kisha Seizo Kaisha of Osaka, Japan. 35.678220 139.810627 Koto Ward Road No. 3415 (江東区道第3415号線) Oyoko River (大横川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1929 0 Kisha Seizo Kaisha of Osaka, Japan 7 6 125 38.1 128.1 39.04 0 0 https://historicbridges.org/japan/fukuju_bridge/little_fukuju_bridge_brg_3957_small.jpg https://historicbridges.org/japan/fukuju_bridge/little_fukuju_bridge_brg_3957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/fukuju_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.678220,139.810627
7761 萬年橋 (Mannen Bridge) (まんねんばし) This attractive riveted braced arch is a good and rare example of this bridge technology in Japan. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal tied Braced Ribbed through arch, fixed. The bridge was primarily built by Kajima Group and Kawasaki Shipyard. 35.683121 139.794652 Koto Ward Road No. 3124 (江東区道第3124号線) (Mannenbashi Street) Onagi River (小名木川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Braced Ribbed Tied Through Arch Fixed 12 1 0 0 1930 0 Kajima Group and Kawasaki Shipyard 8 8 177 53.95 184.5 56.24 0 0 https://historicbridges.org/japan/mannen_bridge/little_mannen_bridge_brg_2616_small.jpg https://historicbridges.org/japan/mannen_bridge/little_mannen_bridge_brg_2616.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/mannen_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.683121,139.794652
7762 南高橋 (Minamitaka Bridge) (みなみたかはし) This ornate bridge is one of the only known pin-connected truss bridges in Japan. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Tokyo Ishikawajima Shipyard Company. The bridge was primarily designed by Ryuta Hara. 35.672970 139.781430 Sakura Street (「桜通り」), Chuo Ward Road No. 416 (中央区道第416号線) Kamejima River (亀島川) Tokyo (東京) Chūō (中央区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Parker Pin-Connected Through Truss Fixed 11 1 0 0 1904 1923 Tokyo Ishikawajima Shipyard Company Ryuta Hara 9 10 198 60.35 207 63.09 0 0 https://historicbridges.org/japan/minami_takahashi_bridge/little_minami_takahashi_bridge_brg_2172_small.jpg https://historicbridges.org/japan/minami_takahashi_bridge/little_minami_takahashi_bridge_brg_2172.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/minami_takahashi_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.672970,139.781430
7763 西深川橋 (Nishifukawa Bridge) (にしふかがわばし) Massive members define this well maintained bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 35.683890 139.800800 Koto Ward Road No. 3009 (江東区道第3009号線 ) Onagi River (小名木川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 1930 0 Unknown 7 6 177 53.95 184 56.08 0 0 https://historicbridges.org/japan/nishifukawa_bridge/little_nishifukawa_bridge_brg_2949_small.jpg https://historicbridges.org/japan/nishifukawa_bridge/little_nishifukawa_bridge_brg_2949.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/nishifukawa_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.683890,139.800800
7764 新高橋 (Shintaka Bridge) (しんたかはし) Massive members define this well maintained bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Yokogawa Bridge Works. 35.684320 139.808850 Koto Ward Road No. 3126 (江東区道第3126号線) Onagi River (小名木川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 1930 0 Yokogawa Bridge Works 7 6 177 53.95 184 56.08 0 0 https://historicbridges.org/japan/shintaka_bridge/little_shintaka_bridge_brg_3168_small.jpg https://historicbridges.org/japan/shintaka_bridge/little_shintaka_bridge_brg_3168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/shintaka_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.684320,139.808850
7765 白妙橋 (Shirotae Bridge) (しらたえはし) This graceful arch is traditionally composed and riveted. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Miyaji Iron Works. The bridge was primarily designed by Masaru Ataka-Tatsuya Takio of Tokyo, Japan. 35.664290 139.802650 Koto Ward Road No. 3145 (江東区道第3145号線) Hiraku Canal (平久(ひらく)運河) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Solid Ribbed Tied Through Arch Fixed 10 1 0 0 1937 0 Miyaji Iron Works Masaru Ataka-Tatsuya Takio of Tokyo, Japan 7 7 124 37.8 129 39.32 0 0 https://historicbridges.org/japan/shirotae_bridge/little_shirotae_bridge_brg_5382_small.jpg https://historicbridges.org/japan/shirotae_bridge/little_shirotae_bridge_brg_5382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/shirotae_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.664290,139.802650
7766 東富橋 (Higashi Tomi Bridge) (とうとみばし) Totomi Bridge This bridge is a traditionally composed example of its type. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 35.669220 139.800690 Koto Ward Road 3125 (江東区道3125号線) Oyoko River (大横川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Pratt Rivet-Connected Through Truss Fixed 9 1 0 0 1930 0 Unknown 7 6 128 39.01 133 40.54 0 0 https://historicbridges.org/japan/totomi_bridge/little_totomi_bridge_brg_5127_small.jpg https://historicbridges.org/japan/totomi_bridge/little_totomi_bridge_brg_5127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/totomi_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.669220,139.800690
7767 崎川橋 (Zakigawa Bridge) (さきかわばし) This is one of several similar riveted truss bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 114.4 ft (34.87 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Tokyo Steel Bridge Company. 35.676090 139.809900 Koto Ward Road No. 3126 (江東区道第3126号線 ) Sendaibori River (仙台堀川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1929 0 Tokyo Steel Bridge Company 6 6 114.4 34.87 118.8 36.21 0 0 https://historicbridges.org/japan/zakigawa_bridge/little_zakigawa_bridge_brg_4233_small.jpg https://historicbridges.org/japan/zakigawa_bridge/little_zakigawa_bridge_brg_4233.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/zakigawa_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.676090,139.809900
7768 鶴歩橋 (Tsuruayumu Bridge) (かくほばし) This is one of several similar through truss bridges found in this ward. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 35.672890 139.802940 Koto Ward Road No. 3412 (江東区道第3412号線) Heikyu River (平久川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 1928 1982 Unknown 7 6 125 38.1 130.5 39.78 0 0 https://historicbridges.org/japan/tsuruayumu_bridge/little_tsuruayumu_bridge_brg_4566_small.jpg https://historicbridges.org/japan/tsuruayumu_bridge/little_tsuruayumu_bridge_brg_4566.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/tsuruayumu_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.672890,139.802940
7769 JR小名木橋梁 (JR East Onagi River Bridge) (おなぎきょうりょう) This is a traditional railroad through truss and plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 161 ft (49.07 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Tokyo Ishikawajima Shipyard. The bridge was primarily designed by Japan Ministry of Railways. 35.685292 139.824279 Railroad (JR東日本/越中島線) (JR East) Onagi River (小名木川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Through Girder Fixed 0 1 1929 0 Tokyo Ishikawajima Shipyard Japan Ministry of Railways 6 5 161 49.07 196.6 59.92 0 0 https://historicbridges.org/japan/ecchu_jima_freight_line_bridge/little_ecchu_jima_freight_line_bridge_brg_3534_small.jpg https://historicbridges.org/japan/ecchu_jima_freight_line_bridge/little_ecchu_jima_freight_line_bridge_brg_3534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/ecchu_jima_freight_line_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.685292,139.824279
7770 勝鬨橋 (Kachidoki Bridge) (かちどきはし) This magnificent bridge features a plate girder bascule bridge flanked by massive through arch spans. The technical description of the main or most noteworthy span of the bridge is a 169.3 ft (51.6 m) metal through girder, movable: double leaf bascule. The bridge was primarily built by Kawasaki Heavy Industries Rolling Stock Company and Yokogawa Bridge Works. The bridge was primarily designed by Tatsuya Takio and Masaru Ataka. 35.662409 139.774740 Harumi Dori Avenue (晴海通り(放射34号線)) Sumida River (隅田川) (すみだがわ) Tokyo (東京) Chūō (中央区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Through Girder Movable: Double Leaf Bascule 0 1 Metal Solid Ribbed Tied Through Arch Fixed 18 2 1940 0 Kawasaki Heavy Industries Rolling Stock Company and Yokogawa Bridge Works Tatsuya Takio and Masaru Ataka 9 10 169.3 51.6 807.1 246 0 0 https://historicbridges.org/japan/kachidoki_bridge/little_kachidoki_bridge_brg_1341_2_3vib_small.jpg https://historicbridges.org/japan/kachidoki_bridge/little_kachidoki_bridge_brg_1341_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kachidoki_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.662409,139.774740
7771 亀久橋 (Kamehisa Bridge) (かめひさばし) This riveted truss bridge is noted for its vertical end posts. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 35.675795 139.802884 Gangdong District Road 3125 (江東区道3125号線 ) Sendaibori River (仙台堀川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1929 0 Unknown 7 6 108 32.92 122.2 37.25 0 0 https://historicbridges.org/japan/kamehisa_bridge/little_kamehisa_bridge_brg_4395_small.jpg https://historicbridges.org/japan/kamehisa_bridge/little_kamehisa_bridge_brg_4395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kamehisa_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.675795,139.802884
7772 小松橋 (Komatsu Bridge) (こまつばし) Massive members define this well maintained bridge. The technical description of the main or most noteworthy span of the bridge is a 177 ft (53.95 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 35.684613 139.813749 Gangdong District Road No. 3016 (江東区道第3016号線) Onagi River (小名木川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Polygonal Warren Rivet-Connected Through Truss Fixed 12 1 0 0 1930 0 Unknown 7 6 177 53.95 185 56.39 0 0 https://historicbridges.org/japan/komatsu_bridge/little_komatsu_bridge_brg_3426_small.jpg https://historicbridges.org/japan/komatsu_bridge/little_komatsu_bridge_brg_3426.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/komatsu_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.684613,139.813749
7773 木場橋 (Kiba Bridge) (きばばし) This is a traditionally composed bridge with the exception of the oval-shaped cutouts on some built-up beams, a characteristic of a number of Tokyo bridges. The technical description of the main or most noteworthy span of the bridge is a 85.5 ft (26.06 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 35.672510 139.805230 Gangdong District Road No. 3412 (江東区道第3412号線) Oshima River East Tributary (大島川東支川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 8 1 0 0 1929 0 Unknown 7 6 85.5 26.06 88.8 27.07 0 0 https://historicbridges.org/japan/koba_bridge/little_koba_bridge_brg_4626_small.jpg https://historicbridges.org/japan/koba_bridge/little_koba_bridge_brg_4626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/koba_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.672510,139.805230
7774 進開橋 (Shinkai Bridge) (しんかいばし) This is a riveted cantilever deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. 35.685418 139.826679 Meiji-dori Avenue Onagi River (小名木川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Variable Depth Deck Girder Fixed 0 Cantilever 1 0 0 0 0 Unknown 7 6 0 0 145 44.2 0 0 https://historicbridges.org/japan/suzumuhiraki_bridge/little_ecchu-jima_freight_line_bridge_brg_3546_small.jpg https://historicbridges.org/japan/suzumuhiraki_bridge/little_ecchu-jima_freight_line_bridge_brg_3546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/suzumuhiraki_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.685418,139.826679
7775 茂森橋 (Shigemori Bridge) (しげもりばし) This small deck plate girder bridge is flanked by tiny concrete arch spans. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 35.675565 139.810749 Kasaibashi-dori Avenue (葛西橋通り) Oyoko River (大横川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Deck Girder Fixed 0 1 Concrete Closed Spandrel Deck Arch 0 0 1926 0 Unknown 3 3 36 10.97 0 0 0 0 https://historicbridges.org/japan/kasaibashi_dori/little_kasaibashi_dori_brg_3897_small.jpg https://historicbridges.org/japan/kasaibashi_dori/little_kasaibashi_dori_brg_3897.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kasaibashi_dori/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.675565,139.810749
7776 要橋 (Kaname Bridge) (かなめばし) This is a small riveted deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 35.675378 139.805898 Kasaibashi-dori Avenue (葛西橋通り) Oshima River East Tributary (大島川東支川) Tokyo (東京) Kōtō (江東区), Tokyo (東京) Tokyo (東京) Japan (日本) Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 63 19.2 0 0 https://historicbridges.org/japan/kiba_water_park_bridge/little_kiba_water_park_bridge_brg_4257_small.jpg https://historicbridges.org/japan/kiba_water_park_bridge/little_kiba_water_park_bridge_brg_4257.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/kiba_water_park_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.675378,139.805898
7777 二重橋 (Nijyuu Bridge) (にじゅうばし) 皇居正門鉄橋 (Imperial Palace Main Gate Iron Bridge) This is one of only a few known examples of a cast iron arch bridge in Japan. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Unknown. 35.680242 139.753588 Palace Road Inner Moat (内濠) Tokyo (東京) Chiyoda (千代田), Tokyo (東京) Tokyo (東京) Japan (日本) Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1888 0 Unknown 10 10 0 0 0 0 0 0 https://historicbridges.org/japan/imperial_groundsarch/little_imperial_grounds_brg_5610_1_2vib_small.jpg https://historicbridges.org/japan/imperial_groundsarch/little_imperial_grounds_brg_5610_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/imperial_groundsarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.680242,139.753588
7778 石橋 (Ishi Bridge) (いしばし) Located on the imperial palace grounds is this rare surviving stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 35.679982 139.754704 Palace Road Inner Moat (内濠) Tokyo (東京) Chiyoda (千代田), Tokyo (東京) Tokyo (東京) Japan (日本) Stone Segmental Deck Arch Fixed 0 1 0 0 1889 0 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/japan/imperial_groundsstone/little_imperial_grounds_brg_5636_small.jpg https://historicbridges.org/japan/imperial_groundsstone/little_imperial_grounds_brg_5636.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=japan/imperial_groundsstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.679982,139.754704
7779 Blaker Mills Road Bridge This small arch bridge is noted for its unusual bridge railings. The technical description of the main or most noteworthy span of the bridge is a 49.5 ft (15.09 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 37.761730 -80.610190 Blaker Mills Road (CR-66) Mill Creek Rural Greenbrier County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 York Bridge Company of York, Pennsylvania 6 6 49.5 15.09 51.5 15.7 14 4.27 https://historicbridges.org/wvirginia/blakermillsroad/little_day6blakermillsroad5074_small.jpg https://historicbridges.org/wvirginia/blakermillsroad/little_day6blakermillsroad5074.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/blakermillsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.761730,-80.610190
7780 US-19 Beaver Creek Bridge This is a classic state-owned highway concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 37.754100 -81.149280 US-19 Beaver Creek Rural Raleigh County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 5 6 80 24.38 85.6 26.09 28 8.53 https://historicbridges.org/wvirginia/us19b/little_day6us19b3771_small.jpg https://historicbridges.org/wvirginia/us19b/little_day6us19b3771.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us19b/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.754100,-81.149280
7781 Thurmond Road Bridge This is a classic unaltered example of a Luten Bridge Company bridge. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 37.952929 -81.077885 Thurmond Road (CR-25) Dunloup Creek Rural Fayette County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 0 Luten Bridge Company of York, Pennsylvania 6 6 62 18.9 65 19.81 15.4 4.69 https://historicbridges.org/wvirginia/thurmondroad2/little_day6thurmondroad23811_2_3_tonemapped_small.jpg https://historicbridges.org/wvirginia/thurmondroad2/little_day6thurmondroad23811_2_3_tonemapped.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thurmondroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.952929,-81.077885
7782 Thurmond Road Bridge This is one of two similar arch bridges on this road. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 37.929550 -81.124250 Thurmond Road (CR-25) Dunloup Creek Rural Fayette County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1917 0 Luten Bridge Company of York, Pennsylvania 6 6 45 13.72 49.5 15.09 15.7 4.79 https://historicbridges.org/wvirginia/thurmondroad1/little_day6thurmondroad13833_small.jpg https://historicbridges.org/wvirginia/thurmondroad1/little_day6thurmondroad13833.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/thurmondroad1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.929550,-81.124250
7783 US-19 Piney Creek Bridge This is a representative example of a state standard steel stringer bridge in West Virginia. The technical description of the main or most noteworthy span of the bridge is a 50.2 ft (15.3 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 37.757140 -81.156890 US-19 and WV-3 Piney Creek Rural Raleigh County, West Virginia West Virginia United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 2 0 0 1954 0 Unknown 2 2 50.2 15.3 104.7 31.91 28.2 8.6 https://historicbridges.org/wvirginia/us19a/little_day6us19a3782_small.jpg https://historicbridges.org/wvirginia/us19a/little_day6us19a3782.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us19a/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.757140,-81.156890
7784 US-19 Little Beaver Creek Bridge This Luten arch bridge was built in 1915 and widened with steel stringers on one side in 1930. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 37.749760 -81.140240 US-19 Little Beaver Creek Rural Raleigh County, West Virginia West Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 1930 Luten Bridge Company of York, Pennsylvania 4 4 40 12.19 45.3 13.81 34.8 10.61 https://historicbridges.org/wvirginia/us19c/little_day6us19c3743_small.jpg https://historicbridges.org/wvirginia/us19c/little_day6us19c3743.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/us19c/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.749760,-81.140240
7785 Blue Sulphur Springs Road Bridge This bridge is noted for its uncommon ribbed arches. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Unknown. 37.735090 -80.629080 Blue Sulphur Springs Road (CR-25) Muddy Creek Near Alderson Greenbrier County, West Virginia West Virginia United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 2 0 0 1923 0 Unknown 5 5 50 15.24 108 32.92 17.4 5.3 https://historicbridges.org/wvirginia/bluesulphurspringsroad/little_day6bluesulphurspringsroad4815_small.jpg https://historicbridges.org/wvirginia/bluesulphurspringsroad/little_day6bluesulphurspringsroad4815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/bluesulphurspringsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.735090,-80.629080
7786 Ubly M-19 Bridge This small bridge is an early surviving example of a pre-stressed concrete bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Walter Toebe Company. The bridge was primarily designed by Michigan State Highway Department. 43.701320 -82.938500 M-19 (Washington Street, Ubly Road) Cass River Ubly Huron County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 1 0 0 1957 0 Walter Toebe Company Michigan State Highway Department 2 5 40 12.19 40 12.19 38 11.58 https://historicbridges.org/michigan/ubly/little_day1ubly10951_small.jpg https://historicbridges.org/michigan/ubly/little_day1ubly10951.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ubly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.701320,-82.938500
7787 US-20 18 Mile Creek Bridge This is a large open spandrel concrete arch bridge that has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 147 ft (44.81 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.696130 -78.936040 US-20 (Southwestern Boulevard) 18 Mile Creek Eden Erie County, New York New York United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 3 1929 2000 Unknown 7 7 147 44.81 416 126.8 55.8 17.01 https://historicbridges.org/newyork/us2018milecreek/little_day1us2018milecreek10928_small.jpg https://historicbridges.org/newyork/us2018milecreek/little_day1us2018milecreek10928.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us2018milecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.696130,-78.936040
7789 Herrs Island Back Channel Railroad Bridge North This is a rare example of a heavily skewed, pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.468460 -79.975630 Railroad (Abandoned Allegheny Valley Railroad) Allegheny River Back Channel Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 Metal Through Girder Fixed 0 0 1880 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/herrsislandnorththroughtruss/little_day4herrsislandnorththroughtruss6898_small.jpg https://historicbridges.org/pennsylvania/herrsislandnorththroughtruss/little_day4herrsislandnorththroughtruss6898.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/herrsislandnorththroughtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.468460,-79.975630
7790 Tarentum Railroad Bridge Bull Creek Railroad Bridge This is a small railroad stone arch bridge with some concrete repairs on it. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.600670 -79.757650 Railroad (Norfolk Southern) Bull Creek Tarentum Allegheny County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/tarentumrailroad/little_day4tarentumrailroad6282_small.jpg https://historicbridges.org/pennsylvania/tarentumrailroad/little_day4tarentumrailroad6282.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tarentumrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.600670,-79.757650
7791 7th Avenue Bridge This is a decent sized single span stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.601680 -79.758070 7th Avenue Bull Creek Tarentum Allegheny County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1895 1970 Unknown 5 6 40 12.19 40 12.19 40 12.19 https://historicbridges.org/pennsylvania/tarentum7th/little_day4tarentum7th6293_small.jpg https://historicbridges.org/pennsylvania/tarentum7th/little_day4tarentum7th6293.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tarentum7th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.601680,-79.758070
7792 Washington Avenue Bridge This plate girder bridge is noted for the unique holes in the web, which are riveted and appear to be original. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 40.420780 -79.887100 Washington Avenue Railroad (Norfolk Southern), Waverly Street, and Busway Swissvale Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 0 0 1907 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 6 90 27.43 122 37.19 30 9.14 https://historicbridges.org/pennsylvania/washingtonpittsburgh/little_day2washingtonpittsburgh9635_small.jpg https://historicbridges.org/pennsylvania/washingtonpittsburgh/little_day2washingtonpittsburgh9635.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/washingtonpittsburgh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.420780,-79.887100
7793 Pitcairn Railroad Yard Bridge This is a pony truss with design details indicative of a highway bridge designed by the railroad. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.400970 -79.780250 Wall Avenue Turtle Creek Monroeville Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pitcairn/little_day2pitcairn10028_small.jpg https://historicbridges.org/pennsylvania/pitcairn/little_day2pitcairn10028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pitcairn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.400970,-79.780250
7794 O'Connell Boulevard Railroad Overpass This is an attractive stone arch overpass with a brick barrel. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.394860 -79.847610 Railroad (Norfolk Southern) O'Connell Boulevard Braddock Allegheny County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1906 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/oconnellblvdoverpass/little_day2oconnellblvdoverpass10133_4_5_tonemappedb_small.jpg https://historicbridges.org/pennsylvania/oconnellblvdoverpass/little_day2oconnellblvdoverpass10133_4_5_tonemappedb.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oconnellblvdoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.394860,-79.847610
7795 Dumbarton Railroad Bridge Dumbarton Point Bridge This swing truss bridge is complimented by multiple fixed through truss spans. The technical description of the main or most noteworthy span of the bridge is a 310 ft (94.49 m) metal rivet-connected Pennsylvania through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by W. E. Marsh and C. R. Broughton. The bridge was primarily designed by William Hood. 37.497609 -122.109719 Railroad (Abandoned Southern Pacific) San Francisco Bay Newark and Menlo Park Alameda County, California and San Mateo County, California California United States Metal Pennsylvania Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss 7 0 1910 0 W. E. Marsh and C. R. Broughton William Hood 7 7 310 94.49 7842 2390.24 0 0 https://historicbridges.org/california/dumbartonrr/little_20201221_113911_small.jpg https://historicbridges.org/california/dumbartonrr/little_20201221_113911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/dumbartonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.497609,-122.109719
7797 Newark Slough Railroad Bridge This riveted Baltimore swing truss bridge has been abandoned in the open position in an area best accessed by boat. The technical description of the main or most noteworthy span of the bridge is a 184 ft (56.08 m) metal rivet-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 37.513403 -122.082153 Railroad (Abandoned Southern Pacific) Newark Slough Newark Alameda County, California California United States Metal Baltimore Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 0 0 0 1910 0 American Bridge Company of New York, New York 7 7 184 56.08 420 128.02 0 0 https://historicbridges.org/california/newarkslough/little_20201221_105752_small.jpg https://historicbridges.org/california/newarkslough/little_20201221_105752.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/newarkslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.513403,-122.082153
7798 L Cherry Street Bridge Martin Luther King Jr. Bridge A major engineering achievement when completed, today only the arch approach spans of this bridge are original. The technical description of the main or most noteworthy span of the bridge is a 204 ft (62.18 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Toledo Bridge and Crane Company of Toledo, Ohioand Kettler-Elliott Company of Chicago, Illinois. The bridge was primarily designed by Osborn Engineering Company of Cleveland, Ohio, Scherzer Rolling Lift Bridge Company of Chicago, Illinois, and Ralph Modjeski. 41.652270 -83.527520 Cherry Street (Main Street) Maumee River and Water Street Toledo Lucas County, Ohio Ohio United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 10 1914 2008 Toledo Bridge and Crane Company of Toledo, Ohioand Kettler-Elliott Company of Chicago, Illinois Osborn Engineering Company of Cleveland, Ohio, Scherzer Rolling Lift Bridge Company of Chicago, Illinois, and Ralph Modjeski 7 7 204 62.18 1199 365.46 64 19.51 https://historicbridges.org/ohio/cherrystreetbridge/little_cherrystreetbridge036_small.jpg https://historicbridges.org/ohio/cherrystreetbridge/little_cherrystreetbridge036.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cherrystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.652270,-83.527520
7799 State Street Bridge Although it has lost its original urn shaped baluster railings, this bridge remains a notable concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by J. H. Jones of Fostoria, Ohio. The bridge was primarily designed by Walter Braun of Columbus, Ohio. 41.346957 -83.112010 State Street (Business US-20) Sandusky River Fremont Sandusky County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1926 1981 J. H. Jones of Fostoria, Ohio Walter Braun of Columbus, Ohio 6 7 88 26.82 448 136.55 46 14.02 https://historicbridges.org/ohio/fremont/little_fremont282_small.jpg https://historicbridges.org/ohio/fremont/little_fremont282.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fremont/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.346957,-83.112010
7800 Fremont Railroad Bridge This is an uncommon subdivided Double-Warren truss bridge with multiple spans. The technical description of the main or most noteworthy span of the bridge is a 143 ft (43.59 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.351760 -83.111680 Railroad (Norfolk Southern) Sandusky River Fremont Sandusky County, Ohio Ohio United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 10 5 0 0 1906 0 American Bridge Company of New York, New York 7 7 143 43.59 702 213.97 0 0 https://historicbridges.org/ohio/fremontrr/little_fremontrr266_small.jpg https://historicbridges.org/ohio/fremontrr/little_fremontrr266.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fremontrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.351760,-83.111680
7801 South Avenue Bridge Although buried in the trees, this is an attractive medium size concrete arch bridge, noted for its ribbed design. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel (Ribbed) deck arch, fixed. The bridge was primarily built by Newton-Baxter Company of Toledo Ohio. The bridge was primarily designed by George A. Taylor. 41.630730 -83.587420 South Avenue Swan Creek Toledo Lucas County, Ohio Ohio United States Concrete Closed Spandrel (Ribbed) Deck Arch Fixed 0 3 0 0 1927 0 Newton-Baxter Company of Toledo Ohio George A. Taylor 6 6 106 32.31 188 57.3 36 10.97 https://historicbridges.org/ohio/southavenue/little_southavenue113_4_5_small.jpg https://historicbridges.org/ohio/southavenue/little_southavenue113_4_5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/southavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.630730,-83.587420
7802 Maple Street Bridge This tiny concrete arch bridge has lost its original railings. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.301600 -82.983760 Maple Street Raccoon Creek Clyde Sandusky County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 4 4 21 6.4 52.2 15.91 19.4 5.91 https://historicbridges.org/ohio/clyde_maplestreet/little_clyde_maplestreet328_29_30f_small.jpg https://historicbridges.org/ohio/clyde_maplestreet/little_clyde_maplestreet328_29_30f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/clyde_maplestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.301600,-82.983760
7805 Changewater Road Bridge This stone arch bridge is noted for its rare lattice railing, but has been widened on one side with concrete. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.738590 -74.941280 Changewater Road (CR-645) Musconetcong River Rural Hunterdon County, New Jersey and Warren County, New Jersey New Jersey United States Stone Segmental Deck Arch Fixed 0 2 0 0 0 0 Unknown 7 6 36 10.97 81 24.69 19.7 6 https://historicbridges.org/newjersey/changewaterroad/little_changewaterroad2253_4_5f_small.jpg https://historicbridges.org/newjersey/changewaterroad/little_changewaterroad2253_4_5f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/changewaterroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.738590,-74.941280
7806 Thomas Street Bridge This is a good unaltered example of a highway plate girder bridge that crosses over a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.669900 -74.891980 Thomas Street Railroad (Columbia Rail-Trail) High Bridge Hunterdon County, New Jersey New Jersey United States Metal Through Girder Fixed 0 1 0 0 1937 0 American Bridge Company of New York, New York 5 5 88 26.82 94.2 28.71 0 0 https://historicbridges.org/newjersey/thomasstreet/little_thomasstreet3991_2_3f_small.jpg https://historicbridges.org/newjersey/thomasstreet/little_thomasstreet3991_2_3f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/thomasstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669900,-74.891980
7807 Station Road Bridge This is a locally rare example of a stone and brick arch bridge, with stone spandrel and brick barrel. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) stone and brick Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 40.592410 -74.682970 Station Road Chambers Brook Branchburg Somerset County, New Jersey New Jersey United States Stone and Brick Elliptical Deck Arch Fixed 0 1 0 0 1850 1935 Unknown 7 8 24 7.32 24 7.32 30 9.14 https://historicbridges.org/newjersey/stationroadsomerset/little_stationroadsomerset3769_small.jpg https://historicbridges.org/newjersey/stationroadsomerset/little_stationroadsomerset3769.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/stationroadsomerset/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.592410,-74.682970
7808 Guinea Hollow Road Bridge Bridge T-89 This is a small stone arch bridge in a scenic wooded area. The technical description of the main or most noteworthy span of the bridge is a 15.5 ft (4.72 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.710857 -74.823414 Guinea Hollow Road Rockaway Creek Tributary Tewksbury Hunterdon County, New Jersey New Jersey United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 15.5 4.72 0 0 0 0 https://historicbridges.org/newjersey/guineahollowroad/little_guineahollowroad2310_1_2f_small.jpg https://historicbridges.org/newjersey/guineahollowroad/little_guineahollowroad2310_1_2f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/guineahollowroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.710857,-74.823414
7809 Washington Avenue Bridge This concrete arch bridge has lost its original railings on one side only. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.665680 -74.891420 Washington Avenue South Branch Raritan River High Bridge Hunterdon County, New Jersey New Jersey United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1920 0 Unknown 5 5 55 16.76 114.5 34.9 32.2 9.81 https://historicbridges.org/newjersey/washingtonavenue/little_washingtonavenue4041_2_3f_small.jpg https://historicbridges.org/newjersey/washingtonavenue/little_washingtonavenue4041_2_3f.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/washingtonavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.665680,-74.891420
7810 Columbus Drive Bridge Michigan Avenue Bridge This rare and unusual bobtail swing bridge with its stepped truss is one of the oldest and most unique surviving swing bridges in Florida. The technical description of the main or most noteworthy span of the bridge is a 163 ft (49.68 m) metal rivet-connected Pratt pony truss, movable: swing, Rim Bearing Bobtail. The bridge was primarily built by Roberts Supply Company of Lima, Ohio and Mount Vernon Bridge Company of Mount Vernon, Ohio. The bridge was primarily designed by Norman S. Sprague of Pittsburgh, Pennsylvania. 27.966785 -82.475223 Columbus Drive Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Pratt Rivet-Connected Pony Truss Movable: Swing Rim Bearing Bobtail 9 1 Concrete T-Beam Fixed 0 11 1926 0 Roberts Supply Company of Lima, Ohio and Mount Vernon Bridge Company of Mount Vernon, Ohio Norman S. Sprague of Pittsburgh, Pennsylvania 7 9 163 49.68 470 143.26 40 12.19 https://historicbridges.org/florida/columbusdrive/little_columbusdrive_4047_small.jpg https://historicbridges.org/florida/columbusdrive/little_columbusdrive_4047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/columbusdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.966785,-82.475223
7811 Laurel Street Bridge Fortune Street Bridge This is an exceptional example of a Strauss overhead counterweight trunnion bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 99.4 ft (30.3 m) metal rivet-connected Warren pony truss, movable: single leaf bascule, Strauss Trunnion. The bridge was primarily built by U. G. I. Contracting Company of Philadelphia, Pennsylvania. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 27.954523 -82.464870 Laurel Street Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Warren Rivet-Connected Pony Truss Movable: Single Leaf Bascule Strauss Trunnion 6 1 Concrete T-Beam Fixed 0 10 1926 1969 U. G. I. Contracting Company of Philadelphia, Pennsylvania Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 9 99.4 30.3 365.8 111.5 39.4 12.01 https://historicbridges.org/florida/laurel/little_laurel_4551_small.jpg https://historicbridges.org/florida/laurel/little_laurel_4551.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/laurel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.954523,-82.464870
7812 Cass Street Bridge This attractive bridge is one of two rare Strauss under-deck trunnion bascule bridges in Tampa. The technical description of the main or most noteworthy span of the bridge is a 115.2 ft (35.11 m) metal Variable Depth deck girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 27.950208 -82.464942 Cass Street Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Strauss Trunnion 0 1 Concrete T-Beam Fixed 0 10 1927 1949 Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 115.2 35.11 505.6 154.11 40 12.19 https://historicbridges.org/florida/cass/little_cass_6000_1_2vib_small.jpg https://historicbridges.org/florida/cass/little_cass_6000_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.950208,-82.464942
7813 Tampa Railroad Bridge Hillsborough River Railroad Bridge, Hillsborough Draw The only railroad bascule bridge in Tampa, this is an outstanding example of a Scherzer rolling lift bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 27.949991 -82.464636 Railroad (CSX) Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 4 1 Metal Deck Girder Movable: Single Leaf Bascule 0 7 1915 0 Unknown Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 9 116 35.36 573 174.65 0 0 https://historicbridges.org/florida/csxtampa/little_csxtampa_5049_small.jpg https://historicbridges.org/florida/csxtampa/little_csxtampa_5049.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/csxtampa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.949991,-82.464636
7814 Kennedy Boulevard Bridge Lafayette Street Bridge This is an early surviving Scherzer rolling lift bascule bridge also noted for its concrete arch approach spans. The technical description of the main or most noteworthy span of the bridge is a 121 ft (36.88 m) metal Variable Depth deck girder, movable: double leaf bascule, Rolling Lift. The bridge was primarily built by Edwards Construction Company of Tampa, Florida. The bridge was primarily designed by Boller, Hodge, and Baird of New York, New York, Owego Bridge Company of Owego, New York, and Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 27.946634 -82.460982 Kennedy Boulevard (FL-60) Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Rolling Lift 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 2 1913 1995 Edwards Construction Company of Tampa, Florida Boller, Hodge, and Baird of New York, New York, Owego Bridge Company of Owego, New York, and Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 9 121 36.88 322 98.15 59.4 18.11 https://historicbridges.org/florida/kennedy/little_kennedy_5274_5_6vib_small.jpg https://historicbridges.org/florida/kennedy/little_kennedy_5274_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/kennedy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.946634,-82.460982
7815 Platt Street Bridge This bridge is one of two rare Strauss under-deck counterweight bascule bridges in Tampa. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal deck girder, movable: double leaf bascule, Strauss Trunnion. The bridge was primarily built by Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois. 27.941752 -82.458426 Platt Street Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Deck Girder Movable: Double Leaf Bascule Strauss Trunnion 0 1 Concrete T-Beam Fixed 0 8 1926 2012 Tibbets, Pleasant, Green and Beckman, of Oklahoma City, Oklahoma and Lakeside Bridge and Steel Company of Milwaukee, Wisconsin Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois 7 8 111 33.83 421 128.32 39.7 12.1 https://historicbridges.org/florida/platt/little_platt_5778_small.jpg https://historicbridges.org/florida/platt/little_platt_5778.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/platt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.941752,-82.458426
7816 Brorein Street Bridge This is the youngest of the group of historic bascule bridges on this river in downtown Tampa. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Paul Smith Construction Company of Tampa, Florida. The bridge was primarily designed by Hedman, Hopkins and Horton. 27.943434 -82.459020 Brorein Street Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 3 1959 0 Paul Smith Construction Company of Tampa, Florida Hedman, Hopkins and Horton 6 6 132 40.23 318 96.93 42 12.8 https://historicbridges.org/florida/brorein/little_brorein_5400_1_2vib_small.jpg https://historicbridges.org/florida/brorein/little_brorein_5400_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/brorein/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.943434,-82.459020
7817 Sulphur Springs Railroad Bridge This is a regionally rare example of a railroad Pratt through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 28.021867 -82.435274 Railroad (CSX) Hillsborough River Tampa Hillsborough County, Florida Florida United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 5 7 120 36.58 120 36.58 0 0 https://historicbridges.org/florida/sulphurspringsbridge/little_sulphurspringsbridge_3150_1_2vib_small.jpg https://historicbridges.org/florida/sulphurspringsbridge/little_sulphurspringsbridge_3150_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/sulphurspringsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.021867,-82.435274
7818 Florida Avenue Bridge James N. Holmes Bridge This concrete t-beam bridge has attractive railings and retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 28.021014 -82.459517 Florida Avenue (FL-685, Business US-41) Hillsborough River Tampa Hillsborough County, Florida Florida United States Concrete T-Beam Fixed 0 4 0 0 1926 0 Unknown 2 6 40 12.19 161.4 49.19 40.7 12.41 https://historicbridges.org/florida/floridaavenue/little_floridaavenue_3333_small.jpg https://historicbridges.org/florida/floridaavenue/little_floridaavenue_3333.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/floridaavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.021014,-82.459517
7819 Davis Boulevard Bridge This relatively old steel stringer bridge is noted for its original concrete paneled railings. The technical description of the main or most noteworthy span of the bridge is a 19.4 ft (5.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 27.920293 -82.458657 Davis Boulevard Canal Tampa Hillsborough County, Florida Florida United States Metal Stringer (Multi-Beam) Fixed 0 5 0 0 1927 0 Unknown 2 4 19.4 5.91 99 30.18 36 10.97 https://historicbridges.org/florida/davisblvd/little_davisblvd_6093_4_5vib_small.jpg https://historicbridges.org/florida/davisblvd/little_davisblvd_6093_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/davisblvd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.920293,-82.458657
7820 Shore Crest Drive Bridge This is a small concrete arch bridge of simple design. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete deck arch, fixed. The bridge was primarily built by Unknown. 27.940791 -82.525410 Shore Crest Drive Salt Water Canal Tampa Hillsborough County, Florida Florida United States Concrete Deck Arch Fixed 0 1 0 0 1935 0 Unknown 2 5 24 7.32 24 7.32 24 7.32 https://historicbridges.org/florida/shorecrest/little_img_20210105_154330_small.jpg https://historicbridges.org/florida/shorecrest/little_img_20210105_154330.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/shorecrest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.940791,-82.525410
7821 Sylvan Ramble Street Bridge This is one of three tiny concrete arch bridges in this residential area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 27.936489 -82.521905 Sylvan Ramble Street Drainage Ditch Tampa Hillsborough County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1931 0 Unknown 2 5 20 6.1 20 6.1 22 6.71 https://historicbridges.org/florida/sylvanramble/little_sylvanramble_6285_small.jpg https://historicbridges.org/florida/sylvanramble/little_sylvanramble_6285.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/sylvanramble/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.936489,-82.521905
7822 Swann Circle Bridge North This is one of three tiny concrete arch bridges in this residential area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 27.938094 -82.519231 Swann Circle Drainage Ditch Tampa Hillsborough County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 2 5 0 0 0 0 0 0 https://historicbridges.org/florida/swanncirclenorth/little_swanncirclenorth_6171_small.jpg https://historicbridges.org/florida/swanncirclenorth/little_swanncirclenorth_6171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/swanncirclenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.938094,-82.519231
7823 Swann Circle Bridge South This is one of three tiny concrete arch bridges in this residential area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 27.937148 -82.520793 Swann Circle Drainage Ditch Tampa Hillsborough County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1930 0 Unknown 2 5 0 0 0 0 0 0 https://historicbridges.org/florida/swanncirclesouth/little_img_20210105_153146_small.jpg https://historicbridges.org/florida/swanncirclesouth/little_img_20210105_153146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/swanncirclesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.937148,-82.520793
7824 Dundas Street Underpass This is a tiny stone arch culvert that provides a pedestrian walkway under a bridge in Soper Park. The technical description of the main or most noteworthy span of the bridge is a 11.8 ft (3.6 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.364281 -80.303417 Dundas Street Pedestrian Walkway Cambridge Waterloo Region, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 1920 0 Unknown 6 6 11.8 3.6 11.8 3.6 0 0 https://historicbridges.org/ontario/soperpark/little_edblasinski-soperparkbridge19_small.jpg https://historicbridges.org/ontario/soperpark/little_edblasinski-soperparkbridge19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/soperpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.364281,-80.303417
7825 Dundas Street Bridge Although this bridge was replaced, the original stones from the previous bridge were match-marked and placed in the same spots on this replacement concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 18.7 ft (5.7 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 43.364603 -80.303929 Dundas Street Mill Creek Cambridge Waterloo Region, Ontario Ontario Canada Stone Segmental Deck Arch Fixed 0 1 0 0 1837 2004 Unknown 6 6 18.7 5.7 18.7 5.7 0 0 https://historicbridges.org/ontario/cambridgemillcreek/little_edblasinski-millcreekbridge1_small.jpg https://historicbridges.org/ontario/cambridgemillcreek/little_edblasinski-millcreekbridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cambridgemillcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.364603,-80.303929
7826 Severn Falls Railway Bridge This is a beautiful railway through truss bridge with plate girder approach spans in a scenic area. The technical description of the main or most noteworthy span of the bridge is a 215 ft (65.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.877742 -79.605020 Railroad (Canadian Pacific) Severn River Severn Falls Muskoka District, Ontario and Simcoe County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 3 0 0 Unknown 7 7 215 65.53 420 128.02 0 0 https://historicbridges.org/ontario/cprailwaysevernfalls/little_20201114_125538_small.jpg https://historicbridges.org/ontario/cprailwaysevernfalls/little_20201114_125538.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaysevernfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.877742,-79.605020
7827 Chisholm Trail Bridge This is a classic Warren pony truss bridge that has concrete approach spans that may not be original to the bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.794444 -79.174444 Kawartha Lakes Road 6 (Chisholm Trail) Black River Rural Kawartha Lakes City, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Concrete Slab Fixed 0 2 0 0 Unknown 7 7 60 18.29 0 0 0 0 https://historicbridges.org/ontario/chisholmtrail/little_20210101_144144_small.jpg https://historicbridges.org/ontario/chisholmtrail/little_20210101_144144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/chisholmtrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.794444,-79.174444
7828 Credit River Railway Bridge Streetsville Mill Railway Bridge This is a pair of deck truss spans of differing ages sharing a common substructure. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.576107 -79.698485 Railroad (Canadian Pacific, and Go (Milton Line)) Credit River Mississauga Peel Region, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 125 38.1 285 86.87 0 0 https://historicbridges.org/ontario/streetsvillemillcreditriver/little_20201215_165331_small.jpg https://historicbridges.org/ontario/streetsvillemillcreditriver/little_20201215_165331.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/streetsvillemillcreditriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.576107,-79.698485
7829 Glen Morris Road Railway Overpass This pristine remnant of an abandoned railway line contains a unique pair of arches, one for the road, and a tiny one for a drainage ditch. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 43.289475 -80.250158 Railroad (Abandoned Grand Trunk) Glen Morris Road East South Dumfries Brant County, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 2 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/southdumfriesglenmorrisroadeast/little_20201031_173512_small.jpg https://historicbridges.org/ontario/southdumfriesglenmorrisroadeast/little_20201031_173512.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southdumfriesglenmorrisroadeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.289475,-80.250158
7830 Coldwater Mill Bridge This bridge was replaced with a steel stringer bridge, but the heritage trusses were attached to the replacement bridge as decorative elements. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.708139 -79.643806 Mill Street Coldwater River Severn (Coldwater) Simcoe County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 5 43 13.11 0 0 0 0 https://historicbridges.org/ontario/coldwatermill/little_20201114_113247_small.jpg https://historicbridges.org/ontario/coldwatermill/little_20201114_113247.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/coldwatermill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.708139,-79.643806
7831 Wallenstein Bridge This is an uncommon curved t-beam bridge in Ontario, noted for its lack of alteration, skew, and large beams. The technical description of the main or most noteworthy span of the bridge is a concrete curved t-beam, fixed. The bridge was primarily built by E and E Seegmiller of Kitchener, Ontario. The bridge was primarily designed by C. C. Parker and Associates. 43.582389 -80.642417 Herrgott Road (RR-10) Conestogo River Wellesley Waterloo Region, Ontario Ontario Canada Concrete Curved T-Beam Fixed 0 4 0 0 1960 0 E and E Seegmiller of Kitchener, Ontario C. C. Parker and Associates 3 4 0 0 330 100.58 0 0 https://historicbridges.org/ontario/wallenstein/little_20201218_141526_small.jpg https://historicbridges.org/ontario/wallenstein/little_20201218_141526.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallenstein/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.582389,-80.642417
7832 Fitch's Bridge This is an uncommon unaltered example of a curved t-beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 43.912667 -81.233694 CR-7 (Howick Turnberry Road) North Maitland River Morris-Turnberry Huron County, Ontario Ontario Canada Concrete Curved T-Beam Fixed 0 3 0 0 1957 0 Unknown 3 4 80 24.38 200 60.96 0 0 https://historicbridges.org/ontario/fitchsbridge/little_20201228_165515_small.jpg https://historicbridges.org/ontario/fitchsbridge/little_20201228_165515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fitchsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.912667,-81.233694
7833 L Howick Turnberry Road Bridge This appears to be a somewhat early example of a pre-stressed concrete bridge in Ontario due to the ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 73 ft (22.25 m) pre-stressed concrete slab, fixed. The bridge was primarily built by Unknown. 43.904000 -81.283306 CR-7 (Howick Turnberry Road) Maitland River Morris-Turnberry Huron County, Ontario Ontario Canada Pre-Stressed Concrete Slab Fixed 0 3 0 0 0 0 Unknown 2 3 73 22.25 160 48.77 0 0 https://historicbridges.org/ontario/huronroad7maitlandriverwest/little_20201228_170336_small.jpg https://historicbridges.org/ontario/huronroad7maitlandriverwest/little_20201228_170336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/huronroad7maitlandriverwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.904000,-81.283306
7834 Cầu Trường Tiền (Truong Tien Bridge) Cầu Tràng Tiền (Trang Tien Bridge) One of the longest surviving historic bridges in the country is this multi-span bowstring truss with a long, complicated history. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gustave Eiffel. 16.468868 107.588863 Hùng Vương Perfume River (Sông Hương, Hương Giang) Hue (Huế) Thua Thien Hue Province (Thừa Thiên-Huế) Thua Thien Hue Province (Thừa Thiên-Huế) Vietnam (Việt Nam) Metal Bowstring Rivet-Connected Through Truss Fixed 14 6 0 0 1899 0 Unknown Gustave Eiffel 10 10 220 67.06 1320.8 402.58 0 0 https://historicbridges.org/vietnam/truongtien/little_2019_04_1415_47_57_brg_4717_small.jpg https://historicbridges.org/vietnam/truongtien/little_2019_04_1415_47_57_brg_4717.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/truongtien/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=16.468868,107.588863
7835 Cầu kênh Nhiêu Lộc - Thị Nghè (Nhieu Loc - Thi Nghe Canal Bridge) This is a rare surviving example of a riveted truss bridge on the main railway that runs through Vietnam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 10.787935 106.670778 Railroad (Sài Gòn - Nha Trang Railway) Nhieu Loc - Thi Nghe Canal (kênh Nhiêu Lộc - Thị Nghè) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/vietnam/nhieulocthinghecanalbridge/little_nhieulocthinghecanalbridge_brg_4279_small.jpg https://historicbridges.org/vietnam/nhieulocthinghecanalbridge/little_nhieulocthinghecanalbridge_brg_4279.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/nhieulocthinghecanalbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.787935,106.670778
7836 Cầu Gò Dưa (Go Dua Canal Bridge) Assumed to be the former highway bridge at this location, this rare concrete through arch bridge today carries large pipelines. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 10.839914 106.738972 Pipeline Go Dua Canal (rạch Gò Dưa) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 8 8 110 33.53 0 0 0 0 https://historicbridges.org/vietnam/goduabridge/little_goduabridge_brg_3127_small.jpg https://historicbridges.org/vietnam/goduabridge/little_goduabridge_brg_3127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/goduabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.839914,106.738972
7837 Cầu Gò Dưa (Go Dua Canal Bridge) This is a rare riveted through truss bridge that remains in use on the main railway in Vietnam. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 10.840069 106.738952 Railroad (Sài Gòn - Nha Trang Railway) Go Dua Canal (rạch Gò Dưa) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 8 8 165 50.29 315 96.01 0 0 https://historicbridges.org/vietnam/goduarailwaybridge/little_goduarailwaybridge_brg_3235_small.jpg https://historicbridges.org/vietnam/goduarailwaybridge/little_goduarailwaybridge_brg_3235.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/goduarailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.840069,106.738952
7838 Cầu Hàng Cót (Hang Cot Bridge) This is one of a several railway overpass bridges that are found on this section of elevated railway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Schneider et Cie of Le Creusot, France. 21.038768 105.847129 Railroad (Hanoi Railway) Hàng Cót Hanoi (Hà Nội) Hanoi (Hà Nội) Hanoi (Hà Nội) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1901 0 Schneider et Cie of Le Creusot, France 7 7 0 0 0 0 0 0 https://historicbridges.org/vietnam/hangcotbridge/little_hangcotbridge_brg_6581_small.jpg https://historicbridges.org/vietnam/hangcotbridge/little_hangcotbridge_brg_6581.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/hangcotbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.038768,105.847129
7839 Cầu Hàng Giấy (Hang Giay Bridge) This is one of a several railway overpass bridges that are found on this section of elevated railway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Schneider et Cie of Le Creusot, France. 21.039206 105.848082 Railroad (Hanoi Railway) Hàng Giấy Hanoi (Hà Nội) Hanoi (Hà Nội) Hanoi (Hà Nội) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1901 0 Schneider et Cie of Le Creusot, France 7 7 0 0 0 0 0 0 https://historicbridges.org/vietnam/hanggiaybridge/little_hanggiaybridge_img_20181130_223608_small.jpg https://historicbridges.org/vietnam/hanggiaybridge/little_hanggiaybridge_img_20181130_223608.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/hanggiaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.039206,105.848082
7840 Cầu Nguyễn Thiếp (Nguyen Thiep Bridge) This is a narrow concrete arch overpass built into a section of elevated railway. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 21.039801 105.849607 Railroad (Hanoi Railway) Nguyễn Thiếp Hanoi (Hà Nội) Hanoi (Hà Nội) Hanoi (Hà Nội) Vietnam (Việt Nam) Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/vietnam/nguyenthiepbridge/little_nguyenthiepbridge_brg_5053_small.jpg https://historicbridges.org/vietnam/nguyenthiepbridge/little_nguyenthiepbridge_brg_5053.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/nguyenthiepbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=21.039801,105.849607
7841 Cầu Thác Dray Nur Bridge (Dray Nur Waterfall Bridge) This is a very simply constructed suspension footbridge. The technical description of the main or most noteworthy span of the bridge is a metal swinging wire cable suspension, fixed. The bridge was primarily built by Unknown. 12.541639 107.889023 Pedestrian Walkway Srepok River (Sông Serepôk) (sông Đăk Krông) Buôn Ma Thuột Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) Đắk Nông Province (Tỉnh Đắk Nông) and Đắk Lắk Province (Tỉnh Đắk Lắk) Vietnam (Việt Nam) Metal Swinging Wire Cable Suspension Fixed 0 1 0 0 0 0 Unknown 2 5 0 0 0 0 0 0 https://historicbridges.org/vietnam/draynurwaterfallbridge/little_draynurwaterfallbridge_brg_7959_small.jpg https://historicbridges.org/vietnam/draynurwaterfallbridge/little_draynurwaterfallbridge_brg_7959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/draynurwaterfallbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=12.541639,107.889023
7842 Cầu Rạch Cát (Rach Cat Bridge) 2 This riveted pony truss bridge has steeply inclined end spans. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 10.717336 106.626833 Đường Rạch Cát Lo Gom Canal (Kênh Lò Gốm) and Mễ Cốc Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 8 3 0 0 0 0 Unknown 6 7 80 24.38 235 71.63 0 0 https://historicbridges.org/vietnam/caurachcat2/little_img_20201027_144100_small.jpg https://historicbridges.org/vietnam/caurachcat2/little_img_20201027_144100.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachcat2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.717336,106.626833
7843 Cầu Rạch Cát (Rach Cat Bridge) 1 This is not a particularly old style of Bailey truss bridge, but it is unusual for its curved arrangement. The technical description of the main or most noteworthy span of the bridge is a metal single-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 10.716582 106.626496 Trương Đình Hội Lo Gom Canal (Kênh Lò Gốm) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Bailey Single-Truss, Single-Story Pony Truss Fixed 0 0 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/vietnam/caurachcat1/little_img_20201027_144810_small.jpg https://historicbridges.org/vietnam/caurachcat1/little_img_20201027_144810.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachcat1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.716582,106.626496
7844 Cầu Vạn Nguyên (Van Nguyen Bridge) This is a unique footbridge with a tall stairway providing a high clearance for boats. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 10.726884 106.631444 Pedestrian Walkway Lo Gom Canal (Kênh Lò Gốm) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 8 3 0 0 0 0 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/vietnam/cauvannguyen/little_img_20201027_152809_small.jpg https://historicbridges.org/vietnam/cauvannguyen/little_img_20201027_152809.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/cauvannguyen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.726884,106.631444
7846 ស្ពានឥន្ទនូ (Entanou Bridge) Rainbow Bridge This unique bridge features an unusually shaped cantilver truss which at one end holds a simple span truss that rests on it. The technical description of the main or most noteworthy span of the bridge is a concrete cantilever Howe through truss, fixed. The bridge was primarily built by Unknown. 10.608489 104.176912 Street 700 (ផ្លូវលេខ ៧០០) Preaek Tuek Chhu (ព្រែក​កំពង់បាយ) Krong Kampot (ក្រុងកំពត) Kampot Province (ខេត្តកំពត) Kampot Province (ខេត្តកំពត) Cambodia (កម្ពុជា) Concrete Howe Through Truss Fixed 0 Cantilever 0 Concrete Bowstring Through Truss Fixed 0 0 1925 2016 Unknown 10 10 0 0 0 0 0 0 https://historicbridges.org/cambodia/entanou_bridge/little_pxl_20240329_024458712.jpg https://historicbridges.org/cambodia/entanou_bridge/little_pxl_20240329_024458712.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=cambodia/entanou_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.608489,104.176912
7847 ស្ពានថ្មចាស់ (Spean Thmor Chase) Old Stone Bridge This unusual concrete arch bridge has spandrel bracing in the end spans. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 13.090815 103.200796 Street 137 and Street 213 Sangkae River (ស្ទឹងសង្កែ) Krong Battambang (ក្រុងបាត់ដំបង) Battambang Province (បាត់ដំបង) Battambang Province (បាត់ដំបង) Cambodia (កម្ពុជា) Concrete Open Spandrel Deck Arch Fixed 0 5 0 0 1916 0 Unknown 10 10 0 0 320 97.54 0 0 https://historicbridges.org/cambodia/spean_thmor_chas/little_9_small.jpg https://historicbridges.org/cambodia/spean_thmor_chas/little_9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=cambodia/spean_thmor_chas/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.090815,103.200796
7848 สะพานขาวทาชมภู (Tha Chomphu White Bridge) This is a very rare example of a railway concrete through arch bridge and it remains in excellent condition. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 18.510579 99.218097 Railroad (SRT) (รฟท): (Northern Line) (สายเหนือ) Nam Mae Tha (น้ำแม่ทา) Mae Tha District (แม่ทา) Lamphun Province (ลำพูน) Lamphun Province (ลำพูน) Thailand (ประเทศไทย) Concrete Rainbow Through Arch Fixed 0 2 0 0 1920 0 Unknown 10 10 125 38.1 290 88.39 0 0 https://historicbridges.org/thailand/whitebridge/little_13_small.jpg https://historicbridges.org/thailand/whitebridge/little_13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/whitebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=18.510579,99.218097
7849 สะพานพระพุทธยอดฟ้า (Phra Phuttayotfa Bridge) Memorial Bridge This is an impressive through truss bascule bridge of landmark appearance. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Warren through truss, movable: double leaf bascule. The bridge was primarily built by Dorman Long of Middlesbrough, England. 13.739288 100.497605 Tri Phet Road, Prajadhipok Road (ถนนตรีเพชร, ถนนประชาธิปก) Chao Phraya River (แม่น้ำเจ้าพระยา) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Thailand (ประเทศไทย) Metal Warren Rivet-Connected Through Truss Movable: Double Leaf Bascule 0 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 2 1932 0 Dorman Long of Middlesbrough, England 10 10 255 77.72 753.8 229.76 0 0 https://historicbridges.org/thailand/memorial_bridge/little_2019-04-2811-24-50-brg_6733_small.jpg https://historicbridges.org/thailand/memorial_bridge/little_2019-04-2811-24-50-brg_6733.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/memorial_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.739288,100.497605
7850 สะพานกรุงเทพ (Krungthep Bridge) Bangkok Bridge This is the younger of two large historic bascule bridges in the city, and this one still can open for boats. The technical description of the main or most noteworthy span of the bridge is a 196.8 ft (59.98 m) metal through girder, movable: double leaf bascule. The bridge was primarily built by Fuji Car Manufacturing Company of Osaka, Japan. 13.700911 100.492020 Mahaisawan Road (ถนนมไหสวรรย์) Chao Phraya River (แม่น้ำเจ้าพระยา) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Thailand (ประเทศไทย) Metal Through Girder Movable: Double Leaf Bascule 0 1 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 0 1959 0 Fuji Car Manufacturing Company of Osaka, Japan 9 8 196.8 59.98 1151 350.82 39.4 12.01 https://historicbridges.org/thailand/krung_thep_bridge/little_2019-04-2815-13-57-brg_9199_small.jpg https://historicbridges.org/thailand/krung_thep_bridge/little_2019-04-2815-13-57-brg_9199.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/krung_thep_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.700911,100.492020
7851 สะพานวัดเบญจมบพิตรดุสิตวนาราม (Wat Benchamabophit Dusitvanaram Bridges This Buddhist temple is home to a small canal with three essentially identical cast iron arch footbridges. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Larini Nathan and Company of Milan, Italy. 13.766424 100.513641 Pedestrian Walkway Temple Canal Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Thailand (ประเทศไทย) Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1902 0 Larini Nathan and Company of Milan, Italy 9 9 32 9.75 32 9.75 0 0 https://historicbridges.org/thailand/wat_benchamabophit/little_2019-04-2813-15-29-brg_8152_small.jpg https://historicbridges.org/thailand/wat_benchamabophit/little_2019-04-2813-15-29-brg_8152.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/wat_benchamabophit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.766424,100.513641
7852 ขัวเหล็ก สะพานเหล็ก (Iron Bridge) สะพานนวรัฐ (Nawarat Bridge) This rare surviving riveted through truss highway bridge has been left in place as a non-structural decoration on a concrete superstructure. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 18.784011 99.004551 Loi Kroh Road (ถนน ลอยเคราะห์) Ping River (แม่น้ำปิง) Chiang Mai (เชียงใหม่) Chiang Mai Province (จังหวัดเชียงใหม่) Chiang Mai Province (จังหวัดเชียงใหม่) Thailand (ประเทศไทย) Metal Parker Rivet-Connected Through Truss Fixed 7 5 0 1 1923 0 Unknown 7 7 65 19.81 400 121.92 0 0 https://historicbridges.org/thailand/loi_kroh_road_bridge/little_2019-04-2909-15-47-brg_9382_small.jpg https://historicbridges.org/thailand/loi_kroh_road_bridge/little_2019-04-2909-15-47-brg_9382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/loi_kroh_road_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=18.784011,99.004551
7853 สะพานมัฆวานรังสรรค์ (Makkhawan Rangsan Bridge) This bridge is noted for its highly ornamented fascia, railing, plus it has decorative posts at each end. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Carlo Allegri of Milan, Italy. 13.763671 100.509394 Ratchadamnoen Avenue (ถนนราชดำเนิน) Khlong Phadung Krung Kasem (คลองผดุงกรุงเกษม) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Thailand (ประเทศไทย) Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1903 1994 Unknown Carlo Allegri of Milan, Italy 7 7 75 22.86 75 22.86 65 19.81 https://historicbridges.org/thailand/makkhawan_rangsan_bridge/little_2019-04-2814-07-45-brg_8626_small.jpg https://historicbridges.org/thailand/makkhawan_rangsan_bridge/little_2019-04-2814-07-45-brg_8626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/makkhawan_rangsan_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.763671,100.509394
7854 สะพานเฉลิมโลก (Chaloem Loke Bridge) This is a small concrete arch bridge with an arched deck to match. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 13.749400 100.540994 Ratchadamri Road Khlong Saen Saep (คลองแสนแสบ) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Thailand (ประเทศไทย) Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/thailand/chaloem_loke_bridge/little_2019-04-2718-35-59-brg_6313_small.jpg https://historicbridges.org/thailand/chaloem_loke_bridge/little_2019-04-2718-35-59-brg_6313.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/chaloem_loke_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.749400,100.540994
7855 สะพานรถไฟคลองแสนแสบ (Khlong Saen Saep Railway Bridge) This railway truss bridge is noted for its width which resulted in a design of four truss lines. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 13.752672 100.519066 Railroad (SRT) (รฟท): (Northern Line) (สายเหนือ), Northeastern Line (สายตะวันออกเฉียงเหนือ), and Eastern Line (สายตะวันออก) Khlong Saen Saep (คลองแสนแสบ) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Bangkok (กรุงเทพมหานคร) Thailand (ประเทศไทย) Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 100 30.48 100 30.48 0 0 https://historicbridges.org/thailand/saen_saep_railway_bridge/little_2019-04-2718-27-01-brg_6260_small.jpg https://historicbridges.org/thailand/saen_saep_railway_bridge/little_2019-04-2718-27-01-brg_6260.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=thailand/saen_saep_railway_bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=13.752672,100.519066
7856 Eisenbahnbrücke Eglisau (Eglisau Railway Bridge) This bridge features an impressive combination of stone and metal truss construction. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal rivet-connected Whipple (Double-Intersection Pratt) deck truss, fixed. The bridge was primarily built by Unknown. 47.577562 8.510099 Railroad (SBB) (Eglisau-Neuhausen Line) Rhine River (Rhein) Eglisau Zürich Zürich Switzerland (Schweiz) Metal Whipple (Double-Intersection Pratt) Rivet-Connected Deck Truss Fixed 20 1 Stone Semicircular Deck Arch Fixed 0 20 1897 0 Unknown 8 8 300 91.44 1440 438.91 0 0 https://historicbridges.org/switzerland/eglisaubridge/little_eglisaubridge_2017_07_10_08_00-003_small.jpg https://historicbridges.org/switzerland/eglisaubridge/little_eglisaubridge_2017_07_10_08_00-003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/eglisaubridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.577562,8.510099
7857 Aare Eisenbahnbrücke (Aare Railway Bridge) Aarebrücke Koblenz This is a multi-span through truss railway bridge, and it is curved and skewed. The technical description of the main or most noteworthy span of the bridge is a 156.8 ft (47.79 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 47.597660 8.220880 Railroad (SBB) (Stein-Säckingen – Koblenz) Aare Koblenz and Leuggern Aargau Aargau Switzerland (Schweiz) Metal Camelback Rivet-Connected Through Truss Fixed 10 5 0 0 1892 0 Unknown 7 7 156.8 47.79 774 235.92 0 0 https://historicbridges.org/switzerland/koblenzrail/little_koblenzarch_2017_07_10_08_48-021_2_3v_small.jpg https://historicbridges.org/switzerland/koblenzrail/little_koblenzarch_2017_07_10_08_48-021_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/koblenzrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.597660,8.220880
7858 Aarebrücke Koblenz (Aare Koblenz Bridge) This is an attractive two span through arch bridge. The technical description of the main or most noteworthy span of the bridge is a 290 ft (88.39 m) metal Braced Ribbed through arch, fixed. The bridge was primarily built by Unknown. 47.605190 8.223160 Hauptstrasse 7 Aare Koblenz and Leuggern Aargau Aargau Switzerland (Schweiz) Metal Braced Ribbed Through Arch Fixed 0 2 0 0 0 0 Unknown 7 7 290 88.39 586 178.61 0 0 https://historicbridges.org/switzerland/koblenzarch/little_koblenzarch_2017_07_10_08_53-009_10_11v_small.jpg https://historicbridges.org/switzerland/koblenzarch/little_koblenzarch_2017_07_10_08_53-009_10_11v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/koblenzarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.605190,8.223160
7859 Ganterbrücke (Ganter Bridge) Pont du Ganter Although not very old, this bridge has become famous as one of the most impressive examples of an extradosed bridge in the world. The technical description of the main or most noteworthy span of the bridge is a 571 ft (174.04 m) pre-stressed concrete extradosed, fixed. The bridge was primarily built by VSL. The bridge was primarily designed by Christian Menn. 46.296750 8.050400 Simplonstrasse (Highway 9) Ganter River Brig Valais Valais Switzerland (Schweiz) Pre-Stressed Concrete Extradosed Fixed 0 3 0 5 1980 2008 VSL Christian Menn 7 7 571 174.04 2224 677.88 0 0 https://historicbridges.org/switzerland/ganterbrucke/little_ganterbrucke_2017_07_09_14_05-009_10_11v_small.jpg https://historicbridges.org/switzerland/ganterbrucke/little_ganterbrucke_2017_07_09_14_05-009_10_11v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/ganterbrucke/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.296750,8.050400
7860 Alte Ganterbrücke (Old Ganter Bridge) This smaller bridge has been dwarfed by the larger and newer Ganter Bridge nearby. The technical description of the main or most noteworthy span of the bridge is a concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.297370 8.062350 Old Simplon Pass Road Ganter River Brig Valais Valais Switzerland (Schweiz) Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/switzerland/ganterbruckeold/little_ganterbrucke_2017_07_09_14_15-006_small.jpg https://historicbridges.org/switzerland/ganterbruckeold/little_ganterbrucke_2017_07_09_14_15-006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/ganterbruckeold/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.297370,8.062350
7861 Salginatobelbrücke (Salginatobel Bridge) This bridge is one of the most significant concrete bridges in the country, designed by famous engineer Robert Maillart. The technical description of the main or most noteworthy span of the bridge is a 295.4 ft (90.04 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Prader. The bridge was primarily designed by Robert Maillart. 46.981760 9.718170 Crausch Salginabach Schiers Grisons (Graubünden) Grisons (Graubünden) Switzerland (Schweiz) Concrete Open Spandrel Deck Arch Fixed 0 1 0 7 1930 1998 Prader Robert Maillart 10 10 295.4 90.04 434 132.28 11.5 3.51 https://historicbridges.org/switzerland/salginatobel/little_salginatobel_2017_07_09_21_20-018_small.jpg https://historicbridges.org/switzerland/salginatobel/little_salginatobel_2017_07_09_21_20-018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/salginatobel/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.981760,9.718170
7862 Teufelsbrücke (Devil's Bridge) Old Bridge This is the oldest and most bizarre of three bridges located here in the Schöllenen Gorge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 46.647290 8.590340 Schöllenenschlucht Reuss (Rüüss) Andermatt Uri Uri Switzerland (Schweiz) Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 8 9 0 0 0 0 0 0 https://historicbridges.org/switzerland/teufelsbruckeold/little_teufelsbrucke_2017_07_09_18_27-018_small.jpg https://historicbridges.org/switzerland/teufelsbruckeold/little_teufelsbrucke_2017_07_09_18_27-018.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/teufelsbruckeold/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.647290,8.590340
7863 Teufelsbrücke (Devil's Bridge) New Bridge This is the newest of three bridges located here in the Schöllenen Gorge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 46.647526 8.590916 Gotthardstrasse (Highway 2) Reuss (Rüüss) Andermatt Uri Uri Switzerland (Schweiz) Stone Segmental Deck Arch Fixed 0 1 0 0 1958 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/switzerland/teufelsbruckenew/little_teufelsbrucke_2017_07_09_18_38-024_5_6v_small.jpg https://historicbridges.org/switzerland/teufelsbruckenew/little_teufelsbrucke_2017_07_09_18_38-024_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/teufelsbruckenew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.647526,8.590916
7864 Teufelsbrücke (Devil's Bridge) Railway Bridge This is one of three bridges located here in the Schöllenen Gorge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 46.646153 8.589887 Railroad (Matterhorn Gotthard Bahn) Reuss (Rüüss) Andermatt Uri Uri Switzerland (Schweiz) Stone Segmental Deck Arch Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/switzerland/teufelsbruckerail/little_teufelsbrucke_2017_07_09_18_39-011_small.jpg https://historicbridges.org/switzerland/teufelsbruckerail/little_teufelsbrucke_2017_07_09_18_39-011.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/teufelsbruckerail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.646153,8.589887
7865 Neue Russeinbrücke (New Russeiner Bridge) Punt Russein This large concrete arch bridge replaced an earlier timber bridge that remains nearby and also is next to a stone arch railway bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 46.721157 8.896842 Via Sursilvana (Via Principala, Highway 19) Aua da Russein Disentis/Mustér and Sumvitg Grisons (Graubünden) Grisons (Graubünden) Switzerland (Schweiz) Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1937 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/switzerland/puntdarussein/little_puntdarussein_2017_07_09_19_51-003_small.jpg https://historicbridges.org/switzerland/puntdarussein/little_puntdarussein_2017_07_09_19_51-003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/puntdarussein/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.721157,8.896842
7866 Val Russein-Viadukt This high level stone arch bridge sits next to a concrete arch highway bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 46.721055 8.896952 Railroad (Rhätische Bahn) Aua da Russein Disentis/Mustér and Sumvitg Grisons (Graubünden) Grisons (Graubünden) Switzerland (Schweiz) Stone Semicircular Deck Arch Fixed 0 1 0 0 1911 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/switzerland/puntdarusseinrail/little_puntdarussein_2017_07_09_19_52-006_small.jpg https://historicbridges.org/switzerland/puntdarusseinrail/little_puntdarussein_2017_07_09_19_52-006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/puntdarusseinrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.721055,8.896952
7867 Pont de Gueuroz (Gueuroz Bridge) This large concrete arch span was the highest in Europe for many years and remains one of the highest. The technical description of the main or most noteworthy span of the bridge is a 324.8 ft (99 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Couchepin Dubuis et Cie. The bridge was primarily designed by Alexandre Sarrasin of Lausanne, Switzerland. 46.128710 7.040160 Route de Gueuroz Trient Gueuroz (Vernayaz) Valais Valais Switzerland (Schweiz) Concrete Open Spandrel Deck Arch Fixed 0 1 0 0 1934 2005 Couchepin Dubuis et Cie Alexandre Sarrasin of Lausanne, Switzerland 9 9 324.8 99 614 187.15 0 0 https://historicbridges.org/switzerland/pontdegueuroz/little_pontdegueuroz_2017_07_09_11_59-012_3_4v_small.jpg https://historicbridges.org/switzerland/pontdegueuroz/little_pontdegueuroz_2017_07_09_11_59-012_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/pontdegueuroz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.128710,7.040160
7868 Pont Ferroviaire de la Dranse (Dranse Railway Bridge) This is a representative example of a small scale riveted truss railway bridge in Switzerland. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 46.106730 7.072420 Railroad (SBB) Dranse Martigny Valais Valais Switzerland (Schweiz) Metal Pratt Rivet-Connected Pony Truss Fixed 11 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/switzerland/martignybridge/little_martignybridgeandcastle_2017_07_09_12_21-015_small.jpg https://historicbridges.org/switzerland/martignybridge/little_martignybridgeandcastle_2017_07_09_12_21-015.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/martignybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.106730,7.072420
7869 Leuk Bridge 1 This is one of several bridges in this immediate area over the river, and this bridge is a traditional Warren deck truss. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.312370 7.638800 Kantonsstrasse (Zudannazstrasse) Rhône Leuk (Loèche-Ville) Valais Valais Switzerland (Schweiz) Metal Warren Rivet-Connected Deck Truss Fixed 12 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/switzerland/leuk1/little_leukbridges_2017_07_09_12_56-028_small.jpg https://historicbridges.org/switzerland/leuk1/little_leukbridges_2017_07_09_12_56-028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leuk1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312370,7.638800
7870 Leuk Bridge 2 This is one of several bridges in this immediate area over the river, and this bridge may be an early example of a welded truss bridge in the country. The technical description of the main or most noteworthy span of the bridge is a metal welded deck truss, fixed. The bridge was primarily built by Unknown. 46.312230 7.638330 Unnamed Road Rhône Leuk (Loèche-Ville) Valais Valais Switzerland (Schweiz) Metal Welded Deck Truss Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/switzerland/leuk2/little_leukbridges_2017_07_09_13_00_small.jpg https://historicbridges.org/switzerland/leuk2/little_leukbridges_2017_07_09_13_00.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leuk2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312230,7.638330
7871 Leuk Bridge 4 This is one of several bridges in this immediate area over the river, and this bridge is a walkway and support for a dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 46.312090 7.637580 Dam Access Rhône Leuk (Loèche-Ville) Valais Valais Switzerland (Schweiz) Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 4 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/switzerland/leukdam/little_leukbridges_2017_07_09_12_58-003_4_5v_small.jpg https://historicbridges.org/switzerland/leukdam/little_leukbridges_2017_07_09_12_58-003_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leukdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312090,7.637580
7872 Leuk Bridge 3 This is one of several bridges in this immediate area over the river, and this bridge has stone and steel spans. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 46.312690 7.640520 LLB Strasse Rhône Leuk (Loèche-Ville) Valais Valais Switzerland (Schweiz) Metal Warren Rivet-Connected Deck Truss Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/switzerland/leuk3/little_leukbridges_2017_07_09_13_00-006_small.jpg https://historicbridges.org/switzerland/leuk3/little_leukbridges_2017_07_09_13_00-006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=switzerland/leuk3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.312690,7.640520
7873 Powick Stone Bridge Powick Old Bridge This ancient stone arch bridge has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 52.170331 -2.242435 Old Road River Teme Powick and Worcester West Midlands, England England United Kingdom Stone Segmental Deck Arch Fixed 0 5 0 0 1447 0 Unknown 9 10 0 0 196.8 59.98 0 0 https://historicbridges.org/unitedkingdom/powickstonebridge/little_powickstonebridge_1125_small.jpg https://historicbridges.org/unitedkingdom/powickstonebridge/little_powickstonebridge_1125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/powickstonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=52.170331,-2.242435
7874 Severn Bridge (Pont Hafren) This bridge is one of the major suspension bridges in the United Kingdom. The technical description of the main or most noteworthy span of the bridge is a 3239.8 ft (987.49 m) metal wire cable suspension, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Freeman Fox and Partners and Mott, Hay and Anderson of London, England. 51.610107 -2.640496 M48 River Severn (Afon Hafren) and River Wye (Afon Gwy) Rural South West, England and Monmouthshire (Sir Fynwy), Wales (Cymru) England United Kingdom Metal Wire Cable Suspension Fixed 0 3 Metal Wire Cable Cable-Stayed Fixed 0 0 1966 1991 Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England Freeman Fox and Partners and Mott, Hay and Anderson of London, England 8 8 3239.8 987.49 5227.2 1593.25 0 0 https://historicbridges.org/unitedkingdom/severnsuspension/little_severnsuspension_8082_small.jpg https://historicbridges.org/unitedkingdom/severnsuspension/little_severnsuspension_8082.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/severnsuspension/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.610107,-2.640496
7875 New Scowcroft Bridge This riveted truss bridge also has a rare helicoidal skewed arch span, and sits next to an older cast iron truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 53.555880 -2.171828 Railroad (Manchester and Leeds Railway) Rochdale Canal Oldham (Chadderton) North West, England England United Kingdom Metal Pratt Rivet-Connected Pony Truss Fixed 0 1 Brick Deck Arch Fixed 0 1 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/irondongernew/little_irondongernew_7205_6_7v_small.jpg https://historicbridges.org/unitedkingdom/irondongernew/little_irondongernew_7205_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondongernew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.555880,-2.171828
7876 Scowcroft Lane Bridge Bridge 70 This is one of a few bridges of heritage value found along this section of canal. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by William Jessop. 53.555396 -2.170908 Scowcroft Lane Rochdale Canal Oldham (Chadderton) North West, England England United Kingdom Stone Elliptical Deck Arch Fixed 0 1 0 0 1804 0 Unknown William Jessop 6 6 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/irondonger70/little_irondonger70_7406_7_8v_small.jpg https://historicbridges.org/unitedkingdom/irondonger70/little_irondonger70_7406_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondonger70/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.555396,-2.170908
7877 Boarshaw Lane Bridge Bridge 69 This small stone arch bridge also features a stone culvert span built into an abutment. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 53.559807 -2.175487 Boarshaw Lane Rochdale Canal Middleton North West, England England United Kingdom Stone Segmental Deck Arch Fixed 0 1 Stone Semicircular Deck Arch Fixed 0 1 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/irondonger69/little_irondonger69_7151_2_3v_small.jpg https://historicbridges.org/unitedkingdom/irondonger69/little_irondonger69_7151_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/irondonger69/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.559807,-2.175487
7878 Bacup Road Bridge Bridge 31 This is one of several stone arch bridges found crossing this canal. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. 53.704539 -2.108677 Bacup Road (A681) Rochdale Canal Todmorden Yorkshire and the Humber, England England United Kingdom Stone Elliptical Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/gauxholmehighway/little_gauxholmehighway_9332_small.jpg https://historicbridges.org/unitedkingdom/gauxholmehighway/little_gauxholmehighway_9332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/gauxholmehighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.704539,-2.108677
7879 Church Lane Bridge This is an attractive three span arch bridge with a large central span flanked by a similar smaller span on each side. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 54.044208 -1.309272 Church Lane (New Road) Ouse Gill Beck Little Ouseburn and Great Ouseburn Yorkshire and the Humber, England England United Kingdom Stone and Brick Segmental Deck Arch Fixed 0 3 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/ousegillbeckbridge/little_ousegillbeckbridge_9866_7_8v_small.jpg https://historicbridges.org/unitedkingdom/ousegillbeckbridge/little_ousegillbeckbridge_9866_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/ousegillbeckbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=54.044208,-1.309272
7880 Glenfinnan Viaduct This enormous concrete arch bridge is significant for its age and length, and was made famous in the Harry Potter movies. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Robert McAlpine and Sons of Glasgow, Scotland. The bridge was primarily designed by Simpson and Wilson. 56.876200 -5.431263 Railroad (West Highland Extension Railway) River Finnan Glenfinnan Highland, Scotland Scotland United Kingdom Concrete Closed Spandrel Deck Arch Fixed 0 21 0 0 1901 0 Robert McAlpine and Sons of Glasgow, Scotland Simpson and Wilson 10 10 50 15.24 1246.7 379.99 0 0 https://historicbridges.org/unitedkingdom/glenfinnanviaduct/little_glenfinnanviaduct_2047_small.jpg https://historicbridges.org/unitedkingdom/glenfinnanviaduct/little_glenfinnanviaduct_2047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/glenfinnanviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.876200,-5.431263
7881 Spey Bridge This concrete arch bridge is noted for is long span and comparatively shallow arch. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Melville, Dundas, and Whitson. The bridge was primarily designed by Blythe and Blyth. 57.321494 -3.606026 A95 River Spey Grantown-on-Spey Highland, Scotland Scotland United Kingdom Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1931 0 Melville, Dundas, and Whitson Blythe and Blyth 7 7 240 73.15 0 0 0 0 https://historicbridges.org/unitedkingdom/speybridge/little_speybridge_2821_2_3v_small.jpg https://historicbridges.org/unitedkingdom/speybridge/little_speybridge_2821_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/speybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.321494,-3.606026
7882 Bridge of Avon Ballindalloch Bridge This stone arch bridge has been left in place for pedestrian use in its location next to the South Lodge of Ballindalloch Castle. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by General Grant of Ballandalloch, Scotland. The bridge was primarily designed by George Burn. 57.406023 -3.360956 Pedestrian Walkway River Avon Ballindalloch Moray, Scotland Scotland United Kingdom Stone Segmental Deck Arch Fixed 0 2 0 0 1800 0 General Grant of Ballandalloch, Scotland George Burn 7 8 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/bridgeofavon/little_bridgeofavon_2920_1_2v_stitch_small.jpg https://historicbridges.org/unitedkingdom/bridgeofavon/little_bridgeofavon_2920_1_2v_stitch.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bridgeofavon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.406023,-3.360956
7883 Gairlochy Bridge This is a small plate girder bobtail swing bridge of standard design. The technical description of the main or most noteworthy span of the bridge is a metal through girder, movable: swing, Bobtail. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. 56.913018 -4.997360 B8004 Caledonian Canal Gairlochy Highland, Scotland Scotland United Kingdom Metal Through Girder Movable: Swing Bobtail 0 1 0 0 1935 0 Sir William Arrol and Company of Glasgow, Scotland 3 3 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/gairlochybridge/little_gairlochybridge_2500_small.jpg https://historicbridges.org/unitedkingdom/gairlochybridge/little_gairlochybridge_2500.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/gairlochybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.913018,-4.997360
7884 Tintern Bridge Old Tramway Bridge, Wireworks Bridge This former tramway bridge retains its original materials and design despite conversion to a pedestrian bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Reed Brothers of London, England and Isca Foundry of Newport, Wales. The bridge was primarily designed by S. H. Yockney and Son of Westminster, England. 51.699442 -2.681366 Private Walkway (Former Tramway) River Wye (Afon Gwy) Tintern (Tyndyrn) South West, England and Monmouthshire (Sir Fynwy), Wales (Cymru) England United Kingdom Metal Double-Intersection Warren Pony Truss Fixed 0 3 Stone Semicircular Deck Arch Fixed 0 2 1875 0 Reed Brothers of London, England and Isca Foundry of Newport, Wales S. H. Yockney and Son of Westminster, England 7 7 72 21.95 265 80.77 0 0 https://historicbridges.org/unitedkingdom/tinternparvabridge/little_tinternparvabridge_8835_small.jpg https://historicbridges.org/unitedkingdom/tinternparvabridge/little_tinternparvabridge_8835.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tinternparvabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.699442,-2.681366
7885 Waverley Station Footbridge Providing access to the Waverley Station, this footbridge is a lattice girder bnridge that extends into the building itself. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by P. and W. MacLellan of Glasgow, Scotland. 55.952957 -3.187241 Pedestrian Walkway Railroad (Network Rail) Edinburgh City of Edinburgh, Scotland Scotland United Kingdom Metal Lattice Through Girder Fixed 0 0 0 0 1901 0 P. and W. MacLellan of Glasgow, Scotland 5 6 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/edinburghwaverleystation/little_edinburghwaverleystation_5633_small.jpg https://historicbridges.org/unitedkingdom/edinburghwaverleystation/little_edinburghwaverleystation_5633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/edinburghwaverleystation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.952957,-3.187241
7886 Forth Road Bridge This was the longest suspension bridge in the world outside of the United States when it was completed. The technical description of the main or most noteworthy span of the bridge is a 3301 ft (1006.14 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Freeman Fox and Partners and Mott, Hay and Anderson of London, England. 56.001735 -3.404213 A9000 Firth of Forth Queensferry and North Queensferry City of Edinburgh, Scotland and Fife, Scotland Scotland United Kingdom Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1964 2018 Sir William Arrol and Company of Glasgow, Scotland and Cleveland Bridge and Engineering Company of Darlington, England Freeman Fox and Partners and Mott, Hay and Anderson of London, England 7 7 3301 1006.14 8241 2511.86 0 0 https://historicbridges.org/unitedkingdom/forthroadbridge/little_forthroadbridge2_7280_small.jpg https://historicbridges.org/unitedkingdom/forthroadbridge/little_forthroadbridge2_7280.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/forthroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.001735,-3.404213
7887 Station Road Bridge Dalmeny Station Bridge This small overpass is supported by both deck plate girders and through lattice girder. The technical description of the main or most noteworthy span of the bridge is a metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 55.986771 -3.381814 Railroad (Network Rail) Station Road Queensferry City of Edinburgh, Scotland Scotland United Kingdom Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/stationroadbridge/little_stationroadbridge_5516_7_8v_small.jpg https://historicbridges.org/unitedkingdom/stationroadbridge/little_stationroadbridge_5516_7_8v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/stationroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.986771,-3.381814
7888 Regent Bridge This stone arch bridge has tall ornamental colonnades on the deck. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Archibald Elliot and Robert Stevenson. 55.953690 -3.187250 Waterloo Place (A1) Calton Road Edinburgh City of Edinburgh, Scotland Scotland United Kingdom Stone Semicircular Deck Arch Fixed 0 1 0 0 1819 0 Unknown Archibald Elliot and Robert Stevenson 7 7 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/waterlooplacebridge/little_waterlooplacebridge_5705_6_7v_small.jpg https://historicbridges.org/unitedkingdom/waterlooplacebridge/little_waterlooplacebridge_5705_6_7v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/waterlooplacebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.953690,-3.187250
7889 Tamar Bridge This is a good example of a mid 20th century suspension bridge, and it has been widened. The technical description of the main or most noteworthy span of the bridge is a 1099 ft (334.98 m) metal deck truss stiffening wire cable suspension, fixed. The bridge was primarily built by Cleveland Bridge and Engineering Company of Darlington, England. The bridge was primarily designed by Mott, Hay and Anderson of London, England. 50.408198 -4.203599 A38 River Tamar Saltash and Plymouth South West, England England United Kingdom Metal Deck Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1962 2001 Cleveland Bridge and Engineering Company of Darlington, England Mott, Hay and Anderson of London, England 6 6 1099 334.98 1848 563.27 0 0 https://historicbridges.org/unitedkingdom/tamarbridge/little_tamarbridge_5529_30_31v_small.jpg https://historicbridges.org/unitedkingdom/tamarbridge/little_tamarbridge_5529_30_31v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/tamarbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.408198,-4.203599
7890 Coombe Viaduct This is an impressive multi-span stone arch viaduct. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 50.404751 -4.211614 Railroad (Network Rail) River Tamar Tributary Saltash South West, England England United Kingdom Stone Segmental Deck Arch Fixed 0 7 0 0 1894 0 Unknown 6 6 0 0 603 183.79 0 0 https://historicbridges.org/unitedkingdom/saltashrailbridge/little_saltashrailbridge_3738_39_40v_small.jpg https://historicbridges.org/unitedkingdom/saltashrailbridge/little_saltashrailbridge_3738_39_40v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/saltashrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.404751,-4.211614
7891 Weston Mill Viaduct This attractive stone arch and iron bowstring viaduct is difficult to access due to being located in a gated, secure area. The technical description of the main or most noteworthy span of the bridge is a 178 ft (54.25 m) metal rivet-connected Bowstring through truss, fixed. The bridge was primarily built by Unknown. 50.394743 -4.182179 Railroad (Network Rail) Weston Mill Lake (Ham Brook) and Various Roads Plymouth South West, England England United Kingdom Metal Bowstring Rivet-Connected Through Truss Fixed 12 4 Stone Segmental Deck Arch Fixed 0 6 1903 0 Unknown 5 5 178 54.25 1151 350.82 0 0 https://historicbridges.org/unitedkingdom/plymouthrailbridge/little_plymouthrailbridge_3708_09_10v_small.jpg https://historicbridges.org/unitedkingdom/plymouthrailbridge/little_plymouthrailbridge_3708_09_10v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/plymouthrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=50.394743,-4.182179
7892 Dundee Footbridge This nice looking lattice girder footbridge appears to have provided pedestrian access to a train station that is now abandoned. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 56.451766 -2.988112 Pedestrian Walkway Drive Dundee Dundee, Scotland Scotland United Kingdom Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 5 6 44 13.41 0 0 0 0 https://historicbridges.org/unitedkingdom/taylatticegirderbridge/little_taylatticegirderbridge_6354_small.jpg https://historicbridges.org/unitedkingdom/taylatticegirderbridge/little_taylatticegirderbridge_6354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/taylatticegirderbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.451766,-2.988112
7893 Jamestown Viaduct This overpass bridge was built as part of the project to build the nearby Forth Rail Bridge. The technical description of the main or most noteworthy span of the bridge is a 98.4 ft (29.99 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Sir William Arrol and Company of Glasgow, Scotland. The bridge was primarily designed by John Fowler and Benjamin Baker. 56.022775 -3.405215 Railroad (Network Rail) Hope Street (B981) Inverkeithing Fife, Scotland Scotland United Kingdom Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 4 Stone Semicircular Deck Arch 0 2 1890 0 Sir William Arrol and Company of Glasgow, Scotland John Fowler and Benjamin Baker 6 6 98.4 29.99 678 206.65 0 0 https://historicbridges.org/unitedkingdom/hopestreetbridge/little_hopestreetbridge_6670_small.jpg https://historicbridges.org/unitedkingdom/hopestreetbridge/little_hopestreetbridge_6670.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/hopestreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.022775,-3.405215
7894 Aberlour Stone Arch Bridge This is a simple stone arch overpass bridge. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 57.470558 -3.228228 Pedestrian Walkway Speyside Way Aberlour Moray, Scotland Scotland United Kingdom Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/aberlourstonebridge/little_aberlourstonebridge_3337_small.jpg https://historicbridges.org/unitedkingdom/aberlourstonebridge/little_aberlourstonebridge_3337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/aberlourstonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.470558,-3.228228
7895 Moy Stone Arch Bridge This is a small, simple stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 56.901781 -5.018911 B8004 Allt Coire Chraoibhe Rural Highland, Scotland Scotland United Kingdom Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/moystonebridge/little_moystonebridge_2485_small.jpg https://historicbridges.org/unitedkingdom/moystonebridge/little_moystonebridge_2485.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/moystonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=56.901781,-5.018911
7896 Sutton Causeway River Weaver Bridge This is a traditional stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 53.300917 -2.706698 Sutton Causeway (A56) River Weaver Frodsham North West, England England United Kingdom Stone Segmental Deck Arch Fixed 0 3 0 0 1850 0 Unknown 5 5 84 25.6 300 91.44 0 0 https://historicbridges.org/unitedkingdom/frodshamhighway/little_frodshamhighway_6920_1_2v_small.jpg https://historicbridges.org/unitedkingdom/frodshamhighway/little_frodshamhighway_6920_1_2v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/frodshamhighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.300917,-2.706698
7897 Tower Bridge Road Overpass This is a nicely decorated riveted steel deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 51.501019 -0.078184 Railroad (Network Rail) Tower Bridge Road London Greater London, England England United Kingdom Metal Solid Ribbed Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 70 21.34 70 21.34 139 42.37 https://historicbridges.org/unitedkingdom/towerbridgeoverpass/little_towerbridgeoverpass_9821_2_3v_small.jpg https://historicbridges.org/unitedkingdom/towerbridgeoverpass/little_towerbridgeoverpass_9821_2_3v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/towerbridgeoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.501019,-0.078184
7898 Putney Pier Bridge These graceful bowstring spans provide pedestrian access to boats that dock at this pier. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 51.467150 -0.215680 Pedestrian Walkway River Thames London Greater London, England England United Kingdom Metal Bowstring Rivet-Connected Pony Truss Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/putneybridgedock/little_putneybridgedock_2023_small.jpg https://historicbridges.org/unitedkingdom/putneybridgedock/little_putneybridgedock_2023.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/putneybridgedock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.467150,-0.215680
7899 Cadogan Pier Bridge These graceful bowstring spans provide pedestrian access to boats that dock at this pier. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 51.482960 -0.166430 Pedestrian Walkway River Thames London Greater London, England England United Kingdom Metal Bowstring Rivet-Connected Pony Truss Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/albertbridgedock/little_albertbridgedock_1166_small.jpg https://historicbridges.org/unitedkingdom/albertbridgedock/little_albertbridgedock_1166.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/albertbridgedock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.482960,-0.166430
7900 Arcadia Bridge This outstanding multi-span Luten arch bridge has been beautifully restored for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.222147 -81.876195 American Legion Drive (Hickory Street, Old FL-18) Peace River Arcadia DeSoto County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1925 2020 Luten Bridge Company of York, Pennsylvania 7 9 44 13.41 201 61.26 18 5.49 https://historicbridges.org/florida/arcadia/little_arcadia_6687_small.jpg https://historicbridges.org/florida/arcadia/little_arcadia_6687.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/arcadia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.222147,-81.876195
7901 Rainy River Railway Bridge Pithers Point Bridge This bridge is among the older surviving Scherzer rolling lift bascule bridges and is a very rare example of its type in this region. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Ketler-Elliott Company of Chicago, Illinois and American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 48.614870 -93.352924 Railroad (Canadian National) Rainy River Fort Frances and Ranier Rainy River District, Ontario and Koochiching County, Minnesota Ontario and Minnesota Canada and United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 6 1 Metal Deck Girder Fixed 0 0 1908 0 Ketler-Elliott Company of Chicago, Illinois and American Bridge Company of New York, New York Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 9 134 40.84 541 164.9 0 0 https://historicbridges.org/ontario/rainysub/little_ian_0067_small.jpg https://historicbridges.org/ontario/rainysub/little_ian_0067.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/rainysub/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.614870,-93.352924
7902 Baltimore Street Bridge This small concrete through girder is one of the oldest of its kind and has good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete through girder, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 39.783710 -76.724470 Baltimore Street (TR-431) South Branch Codorus Creek Rural York County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 1 0 0 1909 0 York Bridge Company of York, Pennsylvania 6 7 32.2 9.81 34 10.36 14 4.27 https://historicbridges.org/pennsylvania/baltimorest/little_baltimorest1_small.jpg https://historicbridges.org/pennsylvania/baltimorest/little_baltimorest1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/baltimorest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.783710,-76.724470
7903 Blue Ball Road Bridge This small concrete arch bridge appears to have been built to a county design. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. 39.772780 -76.513610 Blue Ball Road (PA-2038) Little Muddy Creek Rural York County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1914 0 Unknown Charles A. Williams of Jacobus, Pennsylvania 6 6 51 15.54 51 15.54 0 0 https://historicbridges.org/pennsylvania/blueballrd/little_blueballrd1_small.jpg https://historicbridges.org/pennsylvania/blueballrd/little_blueballrd1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/blueballrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.772780,-76.513610
7905 Kennedy Road Bridge This small bridge is a very late example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by William Wagner and Brothers. The bridge was primarily designed by A. P. Dise. 39.807472 -76.447444 Kennedy Road Tom's Run Rural York County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1920 0 William Wagner and Brothers A. P. Dise 5 5 30 9.14 36 10.97 14.4 4.39 https://historicbridges.org/pennsylvania/kennedyrd/little_kennedyrd6_small.jpg https://historicbridges.org/pennsylvania/kennedyrd/little_kennedyrd6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kennedyrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.807472,-76.447444
7906 Muddy Creek Road Bridge This bridge with its distinctive railings represents a style of bridge built only in York County. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by G. A. and F. M. Wagman. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. 39.790790 -76.486130 Muddy Creek Road South Branch Muddy Creek Rural York County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1919 0 G. A. and F. M. Wagman Charles A. Williams of Jacobus, Pennsylvania 6 6 60 18.29 66 20.12 14.4 4.39 https://historicbridges.org/pennsylvania/muddycreekrd/little_muddycreekrd4_small.jpg https://historicbridges.org/pennsylvania/muddycreekrd/little_muddycreekrd4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/muddycreekrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.790790,-76.486130
7907 Castle Finn Bridge Old PA-74 Bridge This long-abandoned concrete arch bridge has the distinctive railings of other bridges in York County. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. 39.766910 -76.326270 PA-74 (Abandoned Alignment) Muddy Creek Rural York County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 0 0 Unknown Charles A. Williams of Jacobus, Pennsylvania 6 6 68 20.73 130 39.62 0 0 https://historicbridges.org/pennsylvania/oldrt74bridge/little_oldrt749_small.jpg https://historicbridges.org/pennsylvania/oldrt74bridge/little_oldrt749.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldrt74bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.766910,-76.326270
7908 Pleasant Valley Road Railroad Overpass This bridge is noted for its unusual double arch ring, and for crossing the road and creek in a single span. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 39.777560 -76.723440 Railroad (Heritage Rail-Trail) Pleasant Valley Road (PA-616) and South Branch Codorus Creek Rural York County, Pennsylvania Pennsylvania United States Stone Deck Arch Fixed 0 1 0 0 1871 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rt616sbcodoruscrkrr/little_rt6161_small.jpg https://historicbridges.org/pennsylvania/rt616sbcodoruscrkrr/little_rt6161.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt616sbcodoruscrkrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.777560,-76.723440
7909 Pleasant Valley Road Bridge This small concrete through girder bridge sits right under a historic stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 39.777624 -76.723342 Pleasant Valley Road (PA-616) South Branch Codorus Creek Rural York County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 1 0 0 1910 0 Unknown 6 6 30 9.14 35 10.67 14 4.27 https://historicbridges.org/pennsylvania/rt616sbcodoruscrk/little_rt6168_small.jpg https://historicbridges.org/pennsylvania/rt616sbcodoruscrk/little_rt6168.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rt616sbcodoruscrk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.777624,-76.723342
7910 Conestoga Creek Viaduct This is one of a number of large stone arch railroad bridges designed by William H. Brown for the Pennsylvania Railroad. The technical description of the main or most noteworthy span of the bridge is a 54.5 ft (16.61 m) stone Semicircular deck arch, fixed. The bridge was primarily built by John Keller and George F. Goll. The bridge was primarily designed by William H. Brown. 40.050070 -76.278090 Railroad (Amtrak) Walnut Street (PA-23) and Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 4 0 0 1888 0 John Keller and George F. Goll William H. Brown 7 7 54.5 16.61 329.7 100.49 0 0 https://historicbridges.org/pennsylvania/prrstoneviaductoverconestogarvr/little_prrstoneviaductoverconestogariver4_small.jpg https://historicbridges.org/pennsylvania/prrstoneviaductoverconestogarvr/little_prrstoneviaductoverconestogariver4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrstoneviaductoverconestogarvr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.050070,-76.278090
7911 Grattan Bridge (Droichead Grattan) Essex Bridge This 1700s stone arch bridge was widened and had beautiful iron railings added to it in the 1870s. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by George Semple. 53.345700 -6.267800 Parliament Street and Capel Street River Liffey (An Life) Dublin (Baile Átha Cliath) Leinster (Laighin) Leinster (Laighin) Ireland (Éire) Stone Elliptical Deck Arch Fixed 0 3 Stone Semicircular Deck Arch Fixed 0 2 1755 1872 George Semple 8 8 0 0 0 0 0 0 https://historicbridges.org/ireland/grattan/little_grattan_february212014_dover_dscn0783_small.jpg https://historicbridges.org/ireland/grattan/little_grattan_february212014_dover_dscn0783.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/grattan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.345700,-6.267800
7912 Ha'penny Bridge (Droichead na Life) Liffey Bridge, Droichead na Leathphingine, Wellington Bridge This famous Dublin bridge is noted for its amazingly slender cast iron construction. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England. The bridge was primarily designed by John Windsor. 53.346302 -6.263082 Pedestrian Walkway River Liffey (An Life) Dublin (Baile Átha Cliath) Leinster (Laighin) Leinster (Laighin) Ireland (Éire) Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1816 0 Coalbrookdale Company of Coalbrookdale, Shropshire, England John Windsor 10 10 141 42.98 141 42.98 12 3.66 https://historicbridges.org/ireland/hapenny/little_hapenny_february212014_dover_dscn0703_small.jpg https://historicbridges.org/ireland/hapenny/little_hapenny_february212014_dover_dscn0703.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/hapenny/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.346302,-6.263082
7913 Rory O'More Bridge (Droichead Ruaraí Uí Mhóra) This is a graceful example of a cast iron arch bridge. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Robert Daglish Junior and St. Helens Foundry of Lancashire, England. 53.346743 -6.284045 Watling Street and Ellis Street River Liffey (An Life) Dublin (Baile Átha Cliath) Leinster (Laighin) Leinster (Laighin) Ireland (Éire) Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1858 0 Robert Daglish Junior and St. Helens Foundry of Lancashire, England 9 9 0 0 95 28.96 0 0 https://historicbridges.org/ireland/roryomore/little_roryomore_february212014_dover_dscn0935_small.jpg https://historicbridges.org/ireland/roryomore/little_roryomore_february212014_dover_dscn0935.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/roryomore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.346743,-6.284045
7914 Seán Heuston Bridge (Droichead Seán Heuston) King's Bridge, Sarsfield Bridge This outstanding cast iron highway bridge was converted for tram use. The technical description of the main or most noteworthy span of the bridge is a 98.4 ft (29.99 m) metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Royal Phoenix Iron Works of Dublin, Ireland. The bridge was primarily designed by George Papworth. 53.347420 -6.291838 Railroad (Luas) River Liffey (An Life) Dublin (Baile Átha Cliath) Leinster (Laighin) Leinster (Laighin) Ireland (Éire) Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1828 2003 Royal Phoenix Iron Works of Dublin, Ireland George Papworth 9 9 98.4 29.99 98.4 29.99 29.5 8.99 https://historicbridges.org/ireland/seanheuston/little_seanheuston_february212014_dover_dscn0979_small.jpg https://historicbridges.org/ireland/seanheuston/little_seanheuston_february212014_dover_dscn0979.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ireland/seanheuston/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.347420,-6.291838
7915 Greig Street Bridge This suspension footbridge is noted for its ornamental towers. The technical description of the main or most noteworthy span of the bridge is a 201 ft (61.26 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Rose Street Foundry of Inverness, Scotland. The bridge was primarily designed by C. R. Manners. 57.479047 -4.229803 Pedestrian Walkway (Greig Street) River Ness Inverness Highland, Scotland Scotland United Kingdom Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1881 0 Rose Street Foundry of Inverness, Scotland C. R. Manners 6 7 201 61.26 335 102.11 0 0 https://historicbridges.org/unitedkingdom/greig/little_greigstreetbridge_september212014_dover_dscn2337_small.jpg https://historicbridges.org/unitedkingdom/greig/little_greigstreetbridge_september212014_dover_dscn2337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/greig/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.479047,-4.229803
7916 Infirmary Bridge This is one of a couple suspension footbridges found in Inverness. The technical description of the main or most noteworthy span of the bridge is a 173 ft (52.73 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by W. Smith and Son and Ness Iron Works of Inverness, Scotland. The bridge was primarily designed by C. R. Manners. 57.471668 -4.228971 Pedestrian Walkway River Ness Inverness Highland, Scotland Scotland United Kingdom Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1881 0 W. Smith and Son and Ness Iron Works of Inverness, Scotland C. R. Manners 6 7 173 52.73 273 83.21 0 0 https://historicbridges.org/unitedkingdom/infirmarybridge/little_infirmarybridge_september192014_dover_dscn2254_small.jpg https://historicbridges.org/unitedkingdom/infirmarybridge/little_infirmarybridge_september192014_dover_dscn2254.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/infirmarybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=57.471668,-4.228971
7917 South Portland Street Bridge This is an outstanding example of an eyebar chain suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 414 ft (126.19 m) metal eyebar chain suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by George Martin. 55.854982 -4.255555 Pedestrian Walkway (South Portland Street) River Clyde Glasgow Glasgow City, Scotland Scotland United Kingdom Metal Eyebar Chain Suspension Fixed 0 1 0 0 1851 0 Unknown George Martin 9 10 414 126.19 414 126.19 0 0 https://historicbridges.org/unitedkingdom/southportland/little_clydesouthportlandstreetbridge_september192014_dover_dscn2144_small.jpg https://historicbridges.org/unitedkingdom/southportland/little_clydesouthportlandstreetbridge_september192014_dover_dscn2144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/southportland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.854982,-4.255555
7918 Queens Park Bridge This suspension footbridge features attractive lattice in its design and also includes a few approach spans. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal wire cable suspension, fixed. The bridge was primarily built by David Rowell and Company of Westminster, England and W. H. Brocklesby of Birkenhead, England. The bridge was primarily designed by Charles Greenwood. 53.187924 -2.884230 Pedestrian Walkway River Dee Chester North West, England England United Kingdom Metal Wire Cable Suspension Fixed 0 1 0 0 1923 0 David Rowell and Company of Westminster, England and W. H. Brocklesby of Birkenhead, England Charles Greenwood 6 7 275 83.82 455 138.68 0 0 https://historicbridges.org/unitedkingdom/queenspark/little_chesterqueenspark_december52014_dover_dscn4274_small.jpg https://historicbridges.org/unitedkingdom/queenspark/little_chesterqueenspark_december52014_dover_dscn4258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/queenspark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.187924,-2.884230
7919 Sydney Gardens Bridge This is a very old example of a cast iron arch bridge and was cast by the famous Coalbrookdale Company. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) hingeless deck arch, fixed. The bridge was primarily built by Coalbrookdale Company of Coalbrookdale, Shropshire, England. 51.386329 -2.348101 Pedestrian Walkway Kennet and Avon Canal Bath South West, England England United Kingdom Metal (Cast Iron) Hingeless Deck Arch Fixed 0 1 0 0 1800 0 Coalbrookdale Company of Coalbrookdale, Shropshire, England 8 9 0 0 0 0 0 0 https://historicbridges.org/unitedkingdom/bathsydneygardens/little_bathsydneygardens_december12014_dover_dscn3565_small.jpg https://historicbridges.org/unitedkingdom/bathsydneygardens/little_bathsydneygardens_december12014_dover_dscn3565.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=unitedkingdom/bathsydneygardens/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=51.386329,-2.348101
7920 Ida Street Bridge This beautifully detailed arch bridge has been fully restored. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Eerpen Construction Company of Cincinnati, Ohio. The bridge was primarily designed by J. R. Biedinger. 39.108883 -84.499128 Ida Street Wareham Street Cincinnati Hamilton County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 2 Concrete T-Beam Fixed 0 0 1931 2014 Eerpen Construction Company of Cincinnati, Ohio J. R. Biedinger 6 7 128 39.01 374 114 24 7.32 https://historicbridges.org/ohio/idastreetbridge/little_idastreetbridge_9433_small.jpg https://historicbridges.org/ohio/idastreetbridge/little_idastreetbridge_9433.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/idastreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.108883,-84.499128
7921 断桥 (Broken Bridge) and 锦带桥 (Jindai Bridge) 白堤 (Bai Causeway) This pair of bridges are nearly identical to each other and are an integral part of the Bai Causeway, a central feature of West Lake. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 30.257019 120.143636 Bai Causeway (白堤) West Lake (北里湖) and Beili Lake (北里湖) Hangzhou (杭州) Xihu District (西湖区), Zhejiang (浙江) Zhejiang (浙江) China (中国) Stone Semicircular Deck Arch Fixed 0 1 0 0 1921 1941 Unknown 8 8 0 0 0 0 0 0 https://historicbridges.org/china/jindaibridge/little_7westlakecausewaywalk_brg_09498_small.jpg https://historicbridges.org/china/jindaibridge/little_7westlakecausewaywalk_brg_09498.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=china/jindaibridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.257019,120.143636
7922 西冷桥 (Xiling Bridge) This is one of several stone arch bridges found in the West Lake park area. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 30.254038 120.133931 Gushan Road (孤山路) West Lake (北里湖) and Beili Lake (北里湖) Hangzhou (杭州) Xihu District (西湖区), Zhejiang (浙江) Zhejiang (浙江) China (中国) Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/china/westlake1/little_3westlake2boatandisland_brg_5930_small.jpg https://historicbridges.org/china/westlake1/little_3westlake2boatandisland_brg_5930.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=china/westlake1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.254038,120.133931
7923 拱桥 (Arch Bridge) This is one of a number of historic footbridges found in the West Lake park area. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 30.250208 120.154758 Pedestrian Walkway West Lake (北里湖) Hangzhou (杭州) Xihu District (西湖区), Zhejiang (浙江) Zhejiang (浙江) China (中国) Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/china/westlake2/main_small.jpg https://historicbridges.org/china/westlake2/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=china/westlake2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.250208,120.154758
7924 ! Cortez Bridge This bascule bridge features riveted plate girders and a long approach system. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. 27.468779 -82.693544 Cortez Road (FL-684) Sarasota Pass Bradenton Beach and Cortez Manatee County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 52 1956 0 Unknown 5 7 133 40.54 2616 797.36 24 7.32 https://historicbridges.org/florida/cortezbridge/little_cortezbridge_1665_small.jpg https://historicbridges.org/florida/cortezbridge/little_cortezbridge_1665.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cortezbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.468779,-82.693544
7925 Albee Road Bridge This standard 1960s Florida bascule bridge continues to operate frequently for boats. The technical description of the main or most noteworthy span of the bridge is a 133.5 ft (40.69 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.124504 -82.469185 Albee Road Intracoastal Waterway Nokomis Sarasota County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 3 1963 2002 Unknown 5 6 133.5 40.69 309 94.18 26.2 7.99 https://historicbridges.org/florida/albeeroad/little_albeeroad_2559_small.jpg https://historicbridges.org/florida/albeeroad/little_albeeroad_2559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/albeeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.124504,-82.469185
7926 Osprey Avenue Bridge This is a small Luten arch bridge noted for retaining its original railings. The technical description of the main or most noteworthy span of the bridge is a 39.7 ft (12.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.326867 -82.533808 Osprey Avenue Hudson Bayou Sarasota Sarasota County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1916 1973 Luten Bridge Company of York, Pennsylvania 5 7 39.7 12.1 39.7 12.1 29.5 8.99 https://historicbridges.org/florida/ospreyavenuebridge/little_ospreyavenuebridge_1158_small.jpg https://historicbridges.org/florida/ospreyavenuebridge/little_ospreyavenuebridge_1158.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/ospreyavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.326867,-82.533808
7927 Venice Avenue Bridge Colonel George Kumpe Bridge This is a standard plan 1960s welded steel bascule bridge with long approaches. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.099836 -82.440789 Venice Avenue (CR-772) Intracoastal Waterway Venice Sarasota County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 0 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 0 1966 2004 Unknown 5 6 145 44.2 1169 356.31 28 8.53 https://historicbridges.org/florida/veniceavenue/little_veniceavenue_2838_small.jpg https://historicbridges.org/florida/veniceavenue/little_veniceavenue_2838.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/veniceavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.099836,-82.440789
7928 Longboat Key Bridge Longboat Pass Bridge This bascule bridge with long approaches is noted for its riveted girders and single leaf design. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal Variable Depth deck girder, movable: single leaf bascule. The bridge was primarily built by Unknown. 27.444255 -82.687947 FL-789 (Gulf of Mexico Drive) Longboat Pass Longboat Key Manatee County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 43 1957 2005 Unknown 6 6 81 24.69 2129 648.92 24 7.32 https://historicbridges.org/florida/longboatkeypassbridge/little_longboatkeypassbridge_1944_small.jpg https://historicbridges.org/florida/longboatkeypassbridge/little_longboatkeypassbridge_1944.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/longboatkeypassbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.444255,-82.687947
7929 Siesta Key Bridge Although not a particularly old bascule bridge, this is noted for its design as a pair of bascule spans. The technical description of the main or most noteworthy span of the bridge is a 116.5 ft (35.51 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.254434 -82.531534 Stickney Point Road (FL-72) Intracoastal Waterway Siesta Key Sarasota County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 9 1968 0 Unknown 6 6 116.5 35.51 564 171.91 28.2 8.6 https://historicbridges.org/florida/siestakeybridge/little_siestakeybridge_2382_small.jpg https://historicbridges.org/florida/siestakeybridge/little_siestakeybridge_2382.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/siestakeybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.254434,-82.531534
7930 Anna Maria Island Bridge This is a mid 20th century bascule span of standard design with extremely long approaches. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal Variable Depth deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. 27.496688 -82.694811 FL-64 (Manatee Avenue) Sarasota Pass Holmes Beach and Bradenton Manatee County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule 0 1 0 62 1957 0 Unknown 6 6 24 7.32 3123 951.89 24 7.32 https://historicbridges.org/florida/annamariaislandbridge/little_annamariaislandbridge_1542_3_4v_small.jpg https://historicbridges.org/florida/annamariaislandbridge/little_annamariaislandbridge_1542_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/annamariaislandbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.496688,-82.694811
7931 L 9th Avenue West Bridge Railings Although this bridge was sadly demolished and replaced, its distinctive concrete railings were left on the replacement bridge. The technical description of the main or most noteworthy span of the bridge is a 36.4 ft (11.09 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Freeman H. Horton. 27.491912 -82.581438 9th Avenue West Wares Creek Bradenton Manatee County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1945 0 Unknown Freeman H. Horton 1 1 36.4 11.09 36.4 11.09 0 0 https://historicbridges.org/florida/9thrailings/little_9thrailings_1488_small.jpg https://historicbridges.org/florida/9thrailings/little_9thrailings_1488.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/9thrailings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.491912,-82.581438
7932 7th Avenue Bridge This is the only surviving complete bridge of what was once a trio of little historic bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Freeman H. Horton. 27.493344 -82.579267 7th Avenue Wares Creek Bradenton Manatee County, Florida Florida United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 0 0 1949 0 Unknown Freeman H. Horton 3 6 32.2 9.81 63 19.2 24.6 7.5 https://historicbridges.org/florida/warescreek/little_warescreek_1434_small.jpg https://historicbridges.org/florida/warescreek/little_warescreek_1434.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/warescreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.493344,-82.579267
7933 Siesta Drive Bridge Hanson Bayou Bridge This concrete t-beam is a locally uncommon example of its type and is noted for its original balustrade railing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 27.301953 -82.555053 Siesta Drive (FL-758) Hanson Bayou Siesta Key Sarasota County, Florida Florida United States Concrete T-Beam Fixed 0 3 0 0 1928 0 Unknown 3 6 32.2 9.81 96 29.26 23.3 7.1 https://historicbridges.org/florida/hansonbayoubridge/little_hansonbayoubridge_2241_small.jpg https://historicbridges.org/florida/hansonbayoubridge/little_hansonbayoubridge_2241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/hansonbayoubridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.301953,-82.555053
7934 Riverside Drive Bridge Whitaker Bayou Bridge This tiny concrete t-beam with arched fascia beams is noted as a product of the Luten Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete t-beam, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.361666 -82.543466 Riverside Drive Whitaker Bayou Sarasota Sarasota County, Florida Florida United States Concrete T-Beam Fixed 0 1 0 0 1926 0 Luten Bridge Company of York, Pennsylvania 3 6 27 8.23 27 8.23 24 7.32 https://historicbridges.org/florida/whitakerbayoubridge/little_whitakerbayoubridge_1266_small.jpg https://historicbridges.org/florida/whitakerbayoubridge/little_whitakerbayoubridge_1266.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/whitakerbayoubridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.361666,-82.543466
7935 19th Avenue Bridge This tiny concrete t-beam retains its original paneled railings and has been restored. The technical description of the main or most noteworthy span of the bridge is a 27.2 ft (8.29 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 27.482515 -82.578352 19th Avenue Wares Creek Bradenton Manatee County, Florida Florida United States Concrete T-Beam Fixed 0 1 0 0 1926 0 Unknown 2 3 27.2 8.29 27.2 8.29 24 7.32 https://historicbridges.org/florida/19thavenue/little_19thavenue_1290_small.jpg https://historicbridges.org/florida/19thavenue/little_19thavenue_1290.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/19thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.482515,-82.578352
7936 Bryant Avenue Footbridge After being closed with a removed deck, this remarkable, unusual continuous deck truss was restored in 2012 and is in use again. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 44.907989 -93.290747 Bryant Avenue Minnehaha Creek Minneapolis Hennepin County, Minnesota Minnesota United States Metal Pratt Rivet-Connected Deck Truss Fixed 0 Continuous 3 0 0 1930 2012 Unknown 7 8 100 30.48 230.7 70.32 0 0 https://historicbridges.org/minnesota/bryant/little_johnmarvig-33665_small.jpg https://historicbridges.org/minnesota/bryant/little_johnmarvig-33665.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=minnesota/bryant/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.907989,-93.290747
7937 Severn Canal Railway Bridge This is a very nice example of a railway through swing bridge. The technical description of the main or most noteworthy span of the bridge is a metal Warren through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 44.758944 -79.350417 Railroad (Canadian National and Via-Rail) Severn Canal Washago Simcoe County, Ontario Ontario Canada Metal Warren Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 1 0 0 Unknown 7 8 0 0 0 0 0 0 https://historicbridges.org/ontario/severncanalswing/little_main_small.jpg https://historicbridges.org/ontario/severncanalswing/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/severncanalswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.758944,-79.350417
7938 Washago Railway Bridge This two span railway through truss has been abandoned, but would be a cool feature if this line was turned into a rail-trail. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.738361 -79.334306 Railroad (Abandoned Canadian National) Severn River Washago Simcoe County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 5 2 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/abandonedcnlineoakpointsevernriver/little_20210112_152913_small.jpg https://historicbridges.org/ontario/abandonedcnlineoakpointsevernriver/little_20210112_152913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abandonedcnlineoakpointsevernriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.738361,-79.334306
7939 Middle Maitland River Bridge This fairly lightweight riveted through truss that appears to be on private property. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge appears to be located on private property. 43.714519 -81.223902 Private Drive Middle Maitland River Huron East Huron County, Ontario Ontario Canada This bridge appears to be located on private property. Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/cranbrookroad/little_20210130_165828_small.jpg https://historicbridges.org/ontario/cranbrookroad/little_20210130_165828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cranbrookroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.714519,-81.223902
7940 Perth East 76 Line Private Farm Bridge This rare pin-connected pony truss bridge sits on private farm property where it appears to have served as a farmer's access bridge. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 43.611167 -80.857278 Private Farmland Access Nith River Drainage Ditch Perth East Perth County, Ontario Ontario Canada This bridge is on private property. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/pertheast76lineprivatefarm/little_20210119_164202_small.jpg https://historicbridges.org/ontario/pertheast76lineprivatefarm/little_20210119_164202.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pertheast76lineprivatefarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.611167,-80.857278
7941 Perth East Road 129 Private Farm Bridge This small Warren pony truss bridge serves as a private access for a rural farm. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 43.622444 -80.851306 Private Farmland Access Nith River Drainage Ditch Perth East Perth County, Ontario Ontario Canada This bridge is on private property. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/pertheastroad129privatefarm/main_small.jpg https://historicbridges.org/ontario/pertheastroad129privatefarm/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pertheastroad129privatefarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.622444,-80.851306
7942 Bond Road Bridge This bridge has concrete railing post details that differ from the usual design in Ontario and suggest it may be a very old example of a rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.750528 -79.340083 Bond Road Severn River Drainage Creek Severn (Washago) Simcoe County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/bondroad/main_small.jpg https://historicbridges.org/ontario/bondroad/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/bondroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.750528,-79.340083
7943 Philippe Parkway Bridge This bridge is a fairly wide example of a Luten deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.994059 -82.688121 Philippe Parkway (FL-590) Mullet Creek Safety Harbor Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1926 0 Luten Bridge Company of York, Pennsylvania 5 7 57 17.37 57 17.37 40.4 12.31 https://historicbridges.org/florida/philippeparkway/little_img_20210129_120753_small.jpg https://historicbridges.org/florida/philippeparkway/little_img_20210129_120753.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/philippeparkway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.994059,-82.688121
7944 L 12th Avenue Bridge Railings Although this bridge was sadly demolished and replaced, its distinctive concrete railings were left on the replacement bridge. The replacement bridge is a ConSpan which is much wider than the roadway it serves. The technical description of the main or most noteworthy span of the bridge is a 28.2 ft (8.6 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 27.489155 -82.582019 12th Avenue Wares Creek Bradenton Manatee County, Florida Florida United States Concrete T-Beam Fixed 0 1 0 0 1938 0 Unknown 1 1 28.2 8.6 28.2 8.6 24 7.32 https://historicbridges.org/florida/12thavenue/little_12thavenue_7212_small.jpg https://historicbridges.org/florida/12thavenue/little_12thavenue_7212.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/12thavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.489155,-82.582019
7945 Shore Drive Bridge This is a fairly simple looking example of a small Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 28.061907 -82.779626 Shore Drive Shore Drive Canal Palm Harbor Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 Unknown 5 6 50 15.24 50 15.24 20 6.1 https://historicbridges.org/florida/shoredrive/little_img_20210129_131905_small.jpg https://historicbridges.org/florida/shoredrive/little_img_20210129_131905.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/shoredrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.061907,-82.779626
7946 Orange Street Bridge This is a fairly simple looking example of a small Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 28.058794 -82.775857 Orange Street Minnow Creek Palm Harbor Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1923 0 Luten Bridge Company of York, Pennsylvania 5 6 39 11.89 39 11.89 20 6.1 https://historicbridges.org/florida/orangestreet/little_orangestreet_8349_small.jpg https://historicbridges.org/florida/orangestreet/little_orangestreet_8349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/orangestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.058794,-82.775857
7947 ! Beckett Bridge This 1924 bridge had its approaches replaced in in 1956 but the incredibly tiny single leaf bascule span from 1924 remains. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal Variable Depth deck girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 28.150010 -82.765188 North Spring Boulevard (Riverside Drive) Minetta Branch (Whitcomb Bayou) Tarpon Springs Pinellas County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 9 1924 1956 Unknown 6 7 42 12.8 358.3 109.21 20.3 6.19 https://historicbridges.org/florida/beckett/little_beckett_8226_small.jpg https://historicbridges.org/florida/beckett/little_beckett_8226.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/beckett/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.150010,-82.765188
7948 Indian Rocks Beach Bridge This standard 1950s Florida bascule bridge was paired with another bascule span in 1999 to form a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 134 ft (40.84 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.883394 -82.845460 FL-688 (Walsingham Road) Intracoastal Waterway Indian Rocks Beach Pinellas County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 8 1958 1999 Unknown 5 6 134 40.84 458 139.6 28 8.53 https://historicbridges.org/florida/indianrocksbeach/little_indianrocksbeach_8952_small.jpg https://historicbridges.org/florida/indianrocksbeach/little_indianrocksbeach_8952.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/indianrocksbeach/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.883394,-82.845460
7949 9th Street Bridge This is a medium sized multiple span t-beam bridge with decorative posts at each end of the bridge. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 27.763480 -82.646644 9th Street Booker Creek St. Petersburg Pinellas County, Florida Florida United States Concrete T-Beam Fixed 0 6 0 0 1920 0 Unknown 5 5 36 10.97 160 48.77 33 10.06 https://historicbridges.org/florida/9thbooker/little_img_20210129_104438_small.jpg https://historicbridges.org/florida/9thbooker/little_img_20210129_104438.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/9thbooker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.763480,-82.646644
7950 Manatee River Railroad Bridge This riveted through plate girder bascule also includes extremely long approaches. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal through girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 27.502274 -82.568003 Railroad (CSX) Manatee River Bradenton and Palmetto Manatee County, Florida Florida United States Metal Through Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 6 7 125 38.1 3520 1072.9 0 0 https://historicbridges.org/florida/manatee/little_manatee_7290_small.jpg https://historicbridges.org/florida/manatee/little_manatee_7290.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/manatee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.502274,-82.568003
7951 Green Bridge Fishing Pier This fishing pier is composed of the surviving fixed approach spans of a former bascule bridge which was demolished and replaced. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 27.506323 -82.572583 Pedestrian Walkway Manatee River Palmetto Manatee County, Florida Florida United States Concrete T-Beam Fixed 0 0 0 0 0 0 Unknown 5 5 0 0 2112 643.74 0 0 https://historicbridges.org/florida/greenbridge/little_greenbridge_7419_small.jpg https://historicbridges.org/florida/greenbridge/little_greenbridge_7419.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/greenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.506323,-82.572583
7952 Overbrook Avenue Bridge This tiny Luten arch bridge is noted for its use of the more ornamental balustrade railing design offered by Luten companies. The technical description of the main or most noteworthy span of the bridge is a 20.3 ft (6.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.987194 -82.789370 Overbrook Avenue Stevenson Creek Clearwater Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1926 0 Luten Bridge Company of York, Pennsylvania 5 7 20.3 6.19 20.3 6.19 0 0 https://historicbridges.org/florida/overbrook/little_overbrook_8736_small.jpg https://historicbridges.org/florida/overbrook/little_overbrook_8736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/overbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.987194,-82.789370
7953 Springtime Avenue Bridge This is a tiny example of a Luten arch bridge with traditional solid railing with inset rectangle outlines. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.987910 -82.788330 Springtime Avenue Stevenson Creek Clearwater Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1926 0 Luten Bridge Company of York, Pennsylvania 5 5 0 0 0 0 0 0 https://historicbridges.org/florida/springtime/little_springtime_8628_29_30vib_small.jpg https://historicbridges.org/florida/springtime/little_springtime_8628_29_30vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/springtime/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.987910,-82.788330
7954 3rd Street Bridge This 1926 concrete arch bridge is noted for its humpback deck and extremely wide roadway. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 27.754817 -82.636933 3rd Street Salt Creek St. Petersburg Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1926 0 Unknown 5 5 50 15.24 50 15.24 60 18.29 https://historicbridges.org/florida/3rdsaltcreek/little_3rdsaltcreek_7611_small.jpg https://historicbridges.org/florida/3rdsaltcreek/little_3rdsaltcreek_7611.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/3rdsaltcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.754817,-82.636933
7955 Corey Causeway This bridge was built as a pair of bascule bridges sitting beside each other. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.746181 -82.746225 FL-693 (Pasadena Avenue and 75th Avenue) Intracoastal Waterway St. Petersburg Pinellas County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) 0 14 1961 1996 Unknown 6 6 111 33.83 949.5 289.41 28.2 8.6 https://historicbridges.org/florida/corey/little_corey_7518_small.jpg https://historicbridges.org/florida/corey/little_corey_7518.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/corey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.746181,-82.746225
7956 Tom Stuart Causeway Bridge Welch Causeway Bridge This 1960s bascule bridge is a standard design, but has a replaced bridgetender house. The technical description of the main or most noteworthy span of the bridge is a 140.8 ft (42.92 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.806996 -82.794985 FL-666 (150th Avenue) Intracoastal Waterway (Boca Ciega Bay) Madeira Beach Pinellas County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 14 1962 0 Unknown 5 5 140.8 42.92 751 228.9 40 12.19 https://historicbridges.org/florida/tomstuartcauseway/little_tomstuartcauseway_9150_1_2vib_small.jpg https://historicbridges.org/florida/tomstuartcauseway/little_tomstuartcauseway_9150_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tomstuartcauseway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.806996,-82.794985
7957 ! Dunedin Causeway Bridge This is a standard 1960s bascule bridge that is at risk for demolition and replacement. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 28.051142 -82.795440 Causeway Boulevard Intracoastal Waterway (St. Joseph Sound) Dunedin Pinellas County, Florida Florida United States Metal Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 22 1963 0 Unknown 5 5 133 40.54 1190 362.71 26 7.92 https://historicbridges.org/florida/dunedincauseway/little_dunedincauseway_8457_small.jpg https://historicbridges.org/florida/dunedincauseway/little_dunedincauseway_8457.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/dunedincauseway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.051142,-82.795440
7958 Old Coachman Road Bridge This is a small, simply designed, example of a Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.975484 -82.734279 Old Coachman Road Alligator Creek Clearwater Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Luten Bridge Company of York, Pennsylvania 5 6 24 7.32 24 7.32 19.4 5.91 https://historicbridges.org/florida/alligatorcreek/little_alligatorcreek_7806_small.jpg https://historicbridges.org/florida/alligatorcreek/little_alligatorcreek_7806.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alligatorcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.975484,-82.734279
7959 Burlington Avenue Bridge This concrete t-beam is noted for its railings which are an uncommon, excellent example of Art Moderne design on a bridge. The technical description of the main or most noteworthy span of the bridge is a 25.3 ft (7.71 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. 27.773833 -82.657194 Burlington Avenue Booker Creek St. Petersburg Pinellas County, Florida Florida United States Concrete T-Beam Fixed 0 Continuous 2 0 0 1942 0 Unknown 4 6 25.3 7.71 50 15.24 27 8.23 https://historicbridges.org/florida/burlington/little_burlington_7743_small.jpg https://historicbridges.org/florida/burlington/little_burlington_7743.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/burlington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.773833,-82.657194
7960 Belleview Bridge This Luten arch bridge has lost its original railings and is paired with a modern bridge that sits very close beside it. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Daniel Luten. Special note about bridge location: This bridge is on private property. 27.944009 -82.806167 Belleview Boulevard (Southbound) Ikes Creek Belleair Pinellas County, Florida Florida United States This bridge is on private property. Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1915 0 Unknown Daniel Luten 5 5 60 18.29 120 36.58 18 5.49 https://historicbridges.org/florida/belleview2/little_belleview2_8907_8_9vib_small.jpg https://historicbridges.org/florida/belleview2/little_belleview2_8907_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/belleview2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.944009,-82.806167
7961 New Pass Bridge This is an uncommon 1960s fixed high level bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 26.378025 -81.860989 CR-865 (Bonita Beach Causeway, Estero Boulevard) New Pass Bonita Springs Lee County, Florida Florida United States Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 19 0 0 1965 0 Unknown 4 4 72 21.95 936 285.29 26 7.92 https://historicbridges.org/florida/newpass/little_brg_0414_small.jpg https://historicbridges.org/florida/newpass/little_brg_0414.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/newpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.378025,-81.860989
7962 ! Big Carlos Pass Bridge This is a rare example of a single leaf highway bascule bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal Variable Depth deck girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 26.404363 -81.880913 CR-865 (Bonita Beach Causeway, Estero Boulevard) Big Carlos Pass Fort Myers Beach and Bonita Springs Lee County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 30 1965 0 Unknown 6 7 79 24.08 1684.5 513.44 26.2 7.99 https://historicbridges.org/florida/bigcarlos/little_brg_0582_small.jpg https://historicbridges.org/florida/bigcarlos/little_brg_0582.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bigcarlos/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.404363,-81.880913
7963 Alva Bridge This is a traditional 1960s Florida bascule bridge. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 26.713485 -81.610002 Broadway Street Caloosahatchee River (Okeechobee Waterway) Alva Lee County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 9 1969 0 Unknown 5 5 104 31.7 547 166.73 28 8.53 https://historicbridges.org/florida/alva/little_brg_0000_1_2vib_small.jpg https://historicbridges.org/florida/alva/little_brg_0000_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alva/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.713485,-81.610002
7964 Bayshore Drive Bridge This small concrete arch bridge sits next to a modern pedestrian bridge, making it hard to photograph. The technical description of the main or most noteworthy span of the bridge is a 48.6 ft (14.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 27.993073 -82.686198 Bayshore Drive Mullet Creek Safety Harbor Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Unknown 4 4 48.6 14.81 48.6 14.81 16 4.88 https://historicbridges.org/florida/bayshoremullet/little_bayshoremullet_8097_8_9vib_small.jpg https://historicbridges.org/florida/bayshoremullet/little_bayshoremullet_8097_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/bayshoremullet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.993073,-82.686198
7965 Indian Rocks Road Bridge This is a small concrete arch bridge with unusual railings. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 27.942378 -82.804004 Indian Rocks Road Ikes Creek Belleair Pinellas County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Unknown 4 4 57 17.37 57 17.37 24.6 7.5 https://historicbridges.org/florida/indianrocks/little_indianrocks_8796_7_8vib_small.jpg https://historicbridges.org/florida/indianrocks/little_indianrocks_8796_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/indianrocks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.942378,-82.804004
7966 Belleair Golf Course Bridge This small stone arch bridge visible on a golf course has an unclear history and may be old or modern. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 27.945683 -82.803703 Golf Course Road Golf Course Lagoon Belleair Pinellas County, Florida Florida United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/florida/belleview1/little_belleview1_8865_small.jpg https://historicbridges.org/florida/belleview1/little_belleview1_8865.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/belleview1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.945683,-82.803703
7967 Curlew Creek Railroad Bridge This concrete slab bridge with paneled details on the sides of the slabs is evidence of this trail's railroad past. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 28.044496 -82.781946 Railroad (Fred Marquis Pinellas Rail-Trail) Curlew Creek Dunedin Pinellas County, Florida Florida United States Concrete Slab Fixed 0 0 0 0 0 0 Unknown 2 4 0 0 0 0 0 0 https://historicbridges.org/florida/curlew/little_curlew_8556_small.jpg https://historicbridges.org/florida/curlew/little_curlew_8556.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/curlew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.044496,-82.781946
7968 LaBelle Bridge LaBelle Draw This deck plate girder bascule bridge is noted for its riveted construction. The technical description of the main or most noteworthy span of the bridge is a 104.7 ft (31.91 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 26.769649 -81.437479 FL-29 (Bridge Street) Caloosahatchee River (Okeechobee Waterway) LaBelle Hendry County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 8 1959 0 Unknown 6 6 104.7 31.91 501.7 152.92 28 8.53 https://historicbridges.org/florida/labelle/little_brg_9279_small.jpg https://historicbridges.org/florida/labelle/little_brg_9279.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/labelle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.769649,-81.437479
7969 Wilson Pigott Bridge This 1960 bascule bridge carries traffic on a busy road. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 26.716293 -81.760686 FL-31 Caloosahatchee River (Okeechobee Waterway) Fort Myers Shores Lee County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 13 1960 0 Unknown 5 6 105 32 778 237.13 28 8.53 https://historicbridges.org/florida/wilsonpigott/little_brg_0225_6_7vib_small.jpg https://historicbridges.org/florida/wilsonpigott/little_brg_0225_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/wilsonpigott/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.716293,-81.760686
7970 Manasota Key Bridge This is a standard 1960s Florida bascule bridge and it is unaltered from its original design. The technical description of the main or most noteworthy span of the bridge is a 133.5 ft (40.69 m) metal Variable Depth deck girder, movable: double leaf bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 27.011653 -82.410040 Manasota Beach Road (CR-774) Intracoastal Waterway Manasota Sarasota County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Double Leaf Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 10 1964 0 Unknown 5 6 133.5 40.69 614 187.15 26 7.92 https://historicbridges.org/florida/manasota/little_brg_1374_5_6vib_small.jpg https://historicbridges.org/florida/manasota/little_brg_1374_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/manasota/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.011653,-82.410040
7971 Tulip Viaduct Greene County Viaduct, Tulip Trestle This high level tower and girder style railroad bridge is among the largest of its kind, and stands out as unique in Indiana. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York. 39.075325 -86.854439 Railroad (Indiana Rail Road) Richland Creek and CR-480 East Rural Greene County, Indiana Indiana United States Metal Deck Girder Fixed 0 0 0 0 1906 0 Strobel Steel Construction Company of Chicago, Illinois and American Bridge Company of New York, New York 8 8 75 22.86 2215 675.13 0 0 https://historicbridges.org/indiana/tuliptrestle/little_tuliptrestle_8492_3_4v_small.jpg https://historicbridges.org/indiana/tuliptrestle/little_tuliptrestle_8492_3_4v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/tuliptrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.075325,-86.854439
7972 Billy Creek Lift Bridge This unusual bridge is the smallest lift bridge in Florida and perhaps the United States! The technical description of the main or most noteworthy span of the bridge is a 41.7 ft (12.71 m) metal stringer (multi-beam), movable: vertical lift. The bridge was primarily built by C. T. Felix Construction Company of St. Petersburg, Florida. The bridge was primarily designed by Florida State Road Department. 26.651685 -81.856702 FL-80 (Westbound), Palm Beach Boulevard and First Street Billy Creek Fort Myers Lee County, Florida Florida United States Metal Stringer (Multi-Beam) Movable: Vertical Lift 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1941 0 C. T. Felix Construction Company of St. Petersburg, Florida Florida State Road Department 7 9 41.7 12.71 116 35.36 30 9.14 https://historicbridges.org/florida/billyscreek/little_brg_0819_20_21vib_small.jpg https://historicbridges.org/florida/billyscreek/little_brg_0819_20_21vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/billyscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.651685,-81.856702
7973 Fort Denaud Bridge Relocated to this site in 1963, this swing bridge is an extremely rare example of a Warren truss with no vertical members. The technical description of the main or most noteworthy span of the bridge is a 191 ft (58.22 m) metal rivet-connected Warren (No Verticals) pony truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Powell Brothers Construction Company of Fort Lauderdale, Florida. 26.744767 -81.510439 Fort Denaud Bridge Way Caloosahatchee River (Okeechobee Waterway) Fort Denaud Hendry County, Florida Florida United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Movable: Swing Rim Bearing Center Pier 0 1 Pre-Stressed Concrete Slab Fixed 0 5 1940 1963 Powell Brothers Construction Company of Fort Lauderdale, Florida 8 9 191 58.22 434.7 132.5 18 5.49 https://historicbridges.org/florida/fortdenaud/little_brg_9897_small.jpg https://historicbridges.org/florida/fortdenaud/little_brg_9897.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/fortdenaud/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.744767,-81.510439
7974 Tom Adams Bridge This traditional 1960s welded girder bascule bridge has been altered by the replacement of the original bridgetender house. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal Variable Depth deck girder, movable: bascule, Fixed Trunnion. The bridge was primarily built by Unknown. 26.934389 -82.353040 Beach Road Lemon Bay (Intracoastal Waterway) Englewood Charlotte County, Florida Florida United States Metal Variable Depth Deck Girder Movable: Bascule Fixed Trunnion 0 1 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 18 1965 2018 Unknown 4 6 103 31.39 1005.6 306.51 26 7.92 https://historicbridges.org/florida/tomadams/little_brg_1218_small.jpg https://historicbridges.org/florida/tomadams/little_brg_1218.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tomadams/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.934389,-82.353040
7975 Donna's Crossing Bridge This is one of two tiny Luten arch bridges on this road, widened with a concrete slab on the south side. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 26.742752 -81.484164 Fort Denaud Road (CR-78A) Caloosahatchee River Tributary Fort Denaud Hendry County, Florida Florida United States Concrete Deck Arch Fixed 0 1 0 0 1930 1955 Luten Bridge Company of York, Pennsylvania 5 5 30.8 9.39 30.8 9.39 25.3 7.71 https://historicbridges.org/florida/donnascrossing/little_img_20210204_101604_small.jpg https://historicbridges.org/florida/donnascrossing/little_img_20210204_101604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/donnascrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.742752,-81.484164
7976 Tanya's Crossing Bridge This is one of two tiny Luten arch bridges on this road, widened with a concrete slab on the south side. The technical description of the main or most noteworthy span of the bridge is a concrete deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 26.742601 -81.491137 Fort Denaud Road (CR-78A) Caloosahatchee River Tributary Fort Denaud Hendry County, Florida Florida United States Concrete Deck Arch Fixed 0 1 0 0 1920 0 Luten Bridge Company of York, Pennsylvania 5 5 0 0 0 0 0 0 https://historicbridges.org/florida/tanyascrossing/little_img_20210204_102211_small.jpg https://historicbridges.org/florida/tanyascrossing/little_img_20210204_102211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/tanyascrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=26.742601,-81.491137
7977 14th Street Bridge Arland D. Williams Jr. Memorial Bridge This long bridge contains a bascule span that no longer operates but is noted for its heavy, riveted construction. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. 38.874590 -77.040770 14th Street (I-395 Northbound) Potomac River Washington and Arlington District of Columbia and Arlington County, Virginia District of Columbia and Virginia United States Metal Deck Girder Movable: Double Leaf Bascule 0 1 Metal Stringer (Multi-Beam) Fixed 0 15 1950 2010 Unknown 6 7 175 53.34 2434 741.88 62 18.9 https://historicbridges.org/dc/14thstreetbridge/little_14thstreetbridge_7291_small.jpg https://historicbridges.org/dc/14thstreetbridge/little_14thstreetbridge_7291.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/14thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.874590,-77.040770
7978 Theodore Roosevelt Bridge This large bridge is noted for its arched, riveted girders which feature a pin and hanger cantilever design. The technical description of the main or most noteworthy span of the bridge is a 222 ft (67.67 m) metal cantilever Variable Depth deck girder, fixed. The bridge was primarily built by McCloskey and Company. 38.892240 -77.060120 I-66 and US-50 (Curtis Memorial Parkway) Potomac River Washington and Arlington District of Columbia and Arlington County, Virginia District of Columbia and Virginia United States Metal Variable Depth Deck Girder Fixed 0 Cantilever 8 Concrete Rigid-Frame 0 2 1964 0 McCloskey and Company 6 6 222 67.67 1616 492.56 84 25.6 https://historicbridges.org/dc/rooseveltbridge/little_rooseveltbridge_7639_small.jpg https://historicbridges.org/dc/rooseveltbridge/little_rooseveltbridge_7639.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/rooseveltbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.892240,-77.060120
7979 Tidal Basin Bridge Ohio Drive Bridge This bridge was built as part of a tidal gate system to control water levels, and is noted for its cast iron fascia. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Alexander and Repass of Des Moines, Iowa. The bridge was primarily designed by United States Army Corps of Engineers and Nathan C. Wyeth. 38.880200 -77.040270 Ohio Drive Tidal Basin Washington District of Columbia District of Columbia United States Metal Stringer (Multi-Beam) Fixed 0 5 0 0 1909 1986 Alexander and Repass of Des Moines, Iowa United States Army Corps of Engineers and Nathan C. Wyeth 7 7 28 8.53 138 42.06 30.8 9.39 https://historicbridges.org/dc/ohiodrivebridge/little_ohiodrivebridge_7372_small.jpg https://historicbridges.org/dc/ohiodrivebridge/little_ohiodrivebridge_7372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/ohiodrivebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.880200,-77.040270
7980 Boundary Channel Extension Bridge This attractive concrete arch bridge connects Arlington Memorial Bridge to Arlington Memorial Cemetery. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by N. P. Severin of Chicago, Illinois. The bridge was primarily designed by W. J. Douglas. 38.885130 -77.061610 Memorial Avenue Boundary Channel, George Washington Parkway, and Washington Boulevard Washington and Arlington District of Columbia and Arlington County, Virginia District of Columbia and Virginia United States Concrete Closed Spandrel Deck Arch Fixed 0 3 Concrete T-Beam Fixed 0 2 1932 0 N. P. Severin of Chicago, Illinois W. J. Douglas 7 6 101 30.78 402.6 122.71 60 18.29 https://historicbridges.org/dc/boundarychannelbridge/little_boundarychannelbridge_5350_small.jpg https://historicbridges.org/dc/boundarychannelbridge/little_boundarychannelbridge_5350.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/boundarychannelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.885130,-77.061610
7981 George Washington Memorial Parkway Railroad Overpass This is an attractive arched plate girder overpass that appears to date to before 1935. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. 38.870950 -77.041740 Railroad (CSX, Amtrak, Virginia Railway Express) George Washington Memorial Parkway Arlington Arlington County, Virginia Virginia United States Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 4 4 60 18.29 123 37.49 0 0 https://historicbridges.org/virginia/gwparkwaybridge/little_main_small.jpg https://historicbridges.org/virginia/gwparkwaybridge/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gwparkwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.870950,-77.041740
7982 I-395 George Washington Memorial Parkway Overpass 1 This is one of two stone-faced concrete rigid-frame overpass bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 38.872100 -77.043238 I-395 (Henry G. Shirley Memorial Highway) George Washington Memorial Parkway Arlington Arlington County, Virginia Virginia United States Concrete Rigid-Frame Fixed 0 2 0 0 1950 0 Unknown 3 2 61 18.59 122 37.19 36 10.97 https://historicbridges.org/virginia/gwparkwaybridge2/little_gwparkwaybridges_5299_small.jpg https://historicbridges.org/virginia/gwparkwaybridge2/little_gwparkwaybridges_5299.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gwparkwaybridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.872100,-77.043238
7983 I-395 George Washington Memorial Parkway Overpass 2 This is one of two stone-faced concrete rigid-frame overpass bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 38.873153 -77.044700 I-395 (Henry G. Shirley Memorial Highway) George Washington Memorial Parkway Arlington Arlington County, Virginia Virginia United States Concrete Rigid-Frame Fixed 0 2 0 0 1950 0 Unknown 3 2 69 21.03 129 39.32 166 50.6 https://historicbridges.org/virginia/gwparkwaybridge3/little_gwparkwaybridges_5311_small.jpg https://historicbridges.org/virginia/gwparkwaybridge3/little_gwparkwaybridges_5311.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/gwparkwaybridge3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.873153,-77.044700
7984 Willow Railroad Bridge One of the few surviving metal truss bridges in the region is this abandoned railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 27.652222 -82.340112 Railroad (Abandoned CSX) Little Manatee River Willow Hillsborough County, Florida Florida United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 6 7 150 45.72 260 79.25 0 0 https://historicbridges.org/florida/littlemanatee/little_brg_1761_small.jpg https://historicbridges.org/florida/littlemanatee/little_brg_1761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/littlemanatee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.652222,-82.340112
7986 Ruskin Railroad Bridge Little Manatee River Railroad Bridge This is a simple, small railroad plate girder swing span with a series of approach spans. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 27.706250 -82.447947 Railroad (CSX) Little Manatee River Ruskin Hillsborough County, Florida Florida United States Metal Deck Girder Movable: Swing Center Pier 0 1 0 0 1958 0 Unknown 5 5 145 44.2 590 179.83 0 0 https://historicbridges.org/florida/littlemanateeswing/little_brg_2003_small.jpg https://historicbridges.org/florida/littlemanateeswing/little_brg_2003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/littlemanateeswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.706250,-82.447947
7987 Doyle E. Carlton Bridge This relatively early high level fixed bridge over a navigable Florida waterway is unusual because it was built in 1952 and widened with pre-stressed concrete stringers to double its size only a few years later in 1959. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 27.859310 -82.383537 Tamiami Trail (US-41, FL-45) Alafia River Gibsonton Hillsborough County, Florida Florida United States Metal Stringer (Multi-Beam) Fixed 0 24 0 0 1952 1959 Unknown 2 2 78 23.77 1216 370.64 29.5 8.99 https://historicbridges.org/florida/alafiahwy/little_alafiahwy_2184_small.jpg https://historicbridges.org/florida/alafiahwy/little_alafiahwy_2184.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alafiahwy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.859310,-82.383537
7988 Alafia River Railroad Bridge This is a small swing bridge that also includes a number of concrete approach spans. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal deck girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 27.859602 -82.383265 Railroad (CSX) Alafia River Gibsonton Hillsborough County, Florida Florida United States Metal Deck Girder Movable: Swing Center Pier 0 1 Concrete Slab Fixed 0 27 1957 0 Unknown 2 2 103 31.39 670 204.22 0 0 https://historicbridges.org/florida/alafiarr/little_alafiarr_2148_49_50vib_small.jpg https://historicbridges.org/florida/alafiarr/little_alafiarr_2148_49_50vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/alafiarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.859602,-82.383265
7989 Bibb Graves Bridge Wetumpka Bridge This large multi-span rainbow arch bridge is the only one of its kind in Alabama, and one of the top historic bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Edward Houk. 32.538424 -86.206974 AL-212 and AL-111 (Bridge Street) Coosa River Wetumpka Elmore County, Alabama Alabama United States Concrete Rainbow Through Arch Fixed 0 5 Concrete Open Spandrel Deck Arch 0 2 1931 0 Unknown Edward Houk 9 10 140 42.67 787 239.88 26.6 8.11 https://historicbridges.org/alabama/wetumpka/little_wetumpka_4120_small.jpg https://historicbridges.org/alabama/wetumpka/little_wetumpka_4120.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/wetumpka/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.538424,-86.206974
7990 O'Neal Bridge This is an early surviving example of a design of continuous truss bridge unique to Alabama, and it is complimented by deck truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Joseph P. Trotter. 34.784136 -87.671831 US-72 (Lee Highway) Tennessee River Sheffield and Florence Colbert County, Alabama and Lauderdale County, Alabama Alabama United States Metal Warren Rivet-Connected Through Truss Fixed 14 Continuous 3 Metal Warren Rivet-Connected Deck Truss Fixed 8 11 1939 0 Virginia Bridge Company of Roanoke, Virginia Joseph P. Trotter 8 8 420 128.02 2071 631.24 46.6 14.2 https://historicbridges.org/alabama/florence/little_florence_7531_small.jpg https://historicbridges.org/alabama/florence/little_florence_7531.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/florence/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.784136,-87.671831
7991 Black Warrior River Bridge Espey Bridge, Van De Graaff Park Bridge Relocated and preserved, this extremely rare cast and wrought iron bowstring is the oldest surviving iron bridge in Alabama. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 33.222760 -87.598573 Pedestrian Walkway Mill Creek Northport Tuscaloosa County, Alabama Alabama United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 8 1 0 0 1882 0 King Bridge Company of Cleveland, Ohio 9 10 140 42.67 180 54.86 0 0 https://historicbridges.org/alabama/northport/little_northport_6271_small.jpg https://historicbridges.org/alabama/northport/little_northport_6271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/northport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.222760,-87.598573
7992 Captain John Snodgrass Bridge This bridge features a continuous through truss that assumes as deck truss configuration at the ends, a design used several times in Alabama. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 34.833620 -85.801720 AL-117 Tennessee River Rural Jackson County, Alabama Alabama United States Metal Warren Rivet-Connected Through Truss Fixed 0 Continuous 3 Concrete T-Beam 0 5 1958 0 American Bridge Company of New York, New York 7 7 500 152.4 1401 427.02 25.6 7.8 https://historicbridges.org/alabama/snodgrass/little_snodgrass_0715_small.jpg https://historicbridges.org/alabama/snodgrass/little_snodgrass_0715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/snodgrass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.833620,-85.801720
7993 Engineer Street Bridge East Main Street Bridge This rare Phoenix column through truss has been preserved for pedestrian use and a park created around it. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.953121 -84.094498 Engineer Street Lynn Camp Creek Corbin Whitley County, Kentucky and Knox County, Kentucky Kentucky United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 2007 Unknown 9 9 75 22.86 118 35.97 13.1 3.99 https://historicbridges.org/kentucky/engineer/little_ky_engineer_2050_small.jpg https://historicbridges.org/kentucky/engineer/little_ky_engineer_2050.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/engineer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.953121,-84.094498
7994 Duncan Bridge This is a relatively late example of a medium scale continuous through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 361 ft (110.03 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 34.000871 -87.222282 Curry Highway (CR-41) Lewis Smith Lake (Sipsey Fork Black Warrior River) Rural Winston County, Alabama Alabama United States Metal Warren Rivet-Connected Through Truss Fixed 12 Continuous 3 Concrete T-Beam Fixed 0 2 1967 0 Unknown 6 8 361 110.03 1035 315.47 28 8.53 https://historicbridges.org/alabama/duncan/little_duncan_7324_small.jpg https://historicbridges.org/alabama/duncan/little_duncan_7324.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/duncan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.000871,-87.222282
7995 2 Mile Creek Bridge This long abandoned bridge is one of the only known surviving bowstring bridges built by David H. Morrison. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by David H. Morrison (Columbia Bridge Works of Dayton, Ohio). Special note about bridge location: This bridge is on private property. 40.647650 -84.203227 Abandoned Private Drive 2 Mile Creek Rural Auglaize County, Ohio Ohio United States This bridge is on private property. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 7 1 0 0 1874 0 David H. Morrison (Columbia Bridge Works of Dayton, Ohio) 9 9 55 16.76 56 17.07 13.2 4.02 https://historicbridges.org/ohio/oh_2milecreek/little_oh_2milecreek_3421_small.jpg https://historicbridges.org/ohio/oh_2milecreek/little_oh_2milecreek_3421.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh_2milecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.647650,-84.203227
7996 McMillan Street Bridge This bridge is an extremely rare example of a steel rigid-frame bridge, also noted for its outstanding Art Moderne architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal rigid-frame, fixed. The bridge was primarily built by Kerpen Construction Company of Cincinnati, Ohio and American Bridge Company of New York, New York. The bridge was primarily designed by City of Cincinnati. 39.126705 -84.501827 McMillan Street US-42 Cincinnati Hamilton County, Ohio Ohio United States Metal Rigid-Frame Fixed 0 3 0 0 1937 0 Kerpen Construction Company of Cincinnati, Ohio and American Bridge Company of New York, New York City of Cincinnati 7 7 117 35.66 217 66.14 44 13.41 https://historicbridges.org/ohio/oh_mcmillan/little_zimg_20210225_135713_small.jpg https://historicbridges.org/ohio/oh_mcmillan/little_zimg_20210225_135713.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh_mcmillan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.126705,-84.501827
7997 Old Shoal Creek Bridge This attractive multi-span through truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 34.851447 -87.569294 US-72 and US-43 (Abandoned Alignment) Shoal Creek Killen Lauderdale County, Alabama Alabama United States Metal Camelback Rivet-Connected Through Truss Fixed 7 5 0 0 1924 0 Unknown 6 8 160 48.77 803 244.75 17.7 5.39 https://historicbridges.org/alabama/oldshoalcreek/little_oldshoalcreek_8557_small.jpg https://historicbridges.org/alabama/oldshoalcreek/little_oldshoalcreek_8557.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/oldshoalcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.851447,-87.569294
7998 AL-22 Coosa River Bridge This is a graceful continuous deck truss bridge in a scenic rural location. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 32.798593 -86.434603 AL-22 Coosa River Rural Chilton County, Alabama and Coosa County, Alabama Alabama United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 3 1958 0 Unknown 6 7 300 91.44 910 277.37 26 7.92 https://historicbridges.org/alabama/al22coosa/little_al22coosa_4819_small.jpg https://historicbridges.org/alabama/al22coosa/little_al22coosa_4819.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/al22coosa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.798593,-86.434603
7999 Fitzpatrick Bridge This is a high level deck truss bridge located next to a historic dam, and is noted for its curved roadway. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) metal continuous (straight chords) rivet-connected Warren deck truss, fixed. The bridge was primarily built by Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania. 32.534143 -85.888281 AL-14 (Central Boulevard) Tallapoosa River Tallassee Elmore County, Alabama and Tallapoosa County, Alabama Alabama United States Metal Warren Rivet-Connected Deck Truss Fixed 14 Continuous (Straight Chords) 7 Metal Stringer (Multi-Beam) Fixed 0 6 1940 0 Pittsburgh - Des Moines Steel Company of Pittsburgh, Pennsylvania 7 7 300 91.44 1738 529.74 26 7.92 https://historicbridges.org/alabama/fitzpatrick/little_fitzpatrick_3334_small.jpg https://historicbridges.org/alabama/fitzpatrick/little_fitzpatrick_3334.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/fitzpatrick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.534143,-85.888281
8000 Old Mill Bridge This abandoned bridge appears to have originally been a bridge with a combined highway and railroad deck. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 32.533071 -85.888265 Railroad and Old Bridge Street Tallapoosa River Tallassee Elmore County, Alabama and Tallapoosa County, Alabama Alabama United States Metal Pratt Rivet-Connected Through Truss Fixed 9 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 0 1920 0 Unknown 7 7 180 54.86 785 239.27 0 0 https://historicbridges.org/alabama/oldmillbridge/little_oldmillbridge_3568_small.jpg https://historicbridges.org/alabama/oldmillbridge/little_oldmillbridge_3568.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/oldmillbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.533071,-85.888265
8001 Boat Dock Road Bridge This bridge served a former access to a marina but has now been closed and only is open to pedestrians. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.576497 -86.563532 Boat Dock Road Aldridge Creek Huntsville Madison County, Alabama Alabama United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1925 0 Unknown 6 7 112 34.14 112 34.14 16.7 5.09 https://historicbridges.org/alabama/boatdock/little_boatdock_0535_small.jpg https://historicbridges.org/alabama/boatdock/little_boatdock_0535.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/boatdock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.576497,-86.563532
8002 Happy Hollow Bridge This is a traditional 1920s through truss bridge that has been damaged by over height vehicles. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 34.912138 -87.588241 CR-47 Shoals Creek Rural Lauderdale County, Alabama Alabama United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 3 1928 0 Unknown 6 7 220 67.06 394 120.09 21 6.4 https://historicbridges.org/alabama/happyhollow/little_happyhollow_8971_small.jpg https://historicbridges.org/alabama/happyhollow/little_happyhollow_8971.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/happyhollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.912138,-87.588241
8003 Tutwiler Road Bridge Littletons Bridge This classic through truss bridge is hidden back on a scenic winding road. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 33.636931 -87.251499 Tutwiler Road (CR-53) Lost Creek Rural Walker County, Alabama Alabama United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Concrete T-Beam Fixed 0 7 1962 0 Unknown 6 7 202 61.57 450 137.16 24 7.32 https://historicbridges.org/alabama/lostcreek/little_lostcreek_6619_small.jpg https://historicbridges.org/alabama/lostcreek/little_lostcreek_6619.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/lostcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.636931,-87.251499
8004 Camak Bridge Camak Mills Bridge This bridge, rare in Alabama, is noted as an intact and unaltered example of a Canton Bridge Company through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 33.908464 -87.288182 Country Club Road Blackwater Creek Rural Walker County, Alabama Alabama United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1898 0 Canton Bridge Company of Canton, Ohio 7 8 100 30.48 170 51.82 12 3.66 https://historicbridges.org/alabama/camakmills/little_zimg_20210224_064000_small.jpg https://historicbridges.org/alabama/camakmills/little_zimg_20210224_064000.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/camakmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.908464,-87.288182
8005 Whitesburg Bridge Clement C. Clay Bridge This is one of several surviving examples of a cantilever truss bridge along the Tennessee River in Alabama. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 34.575433 -86.568633 US-231 and AL-53 (Southbound) Tennessee River Huntsville Morgan County, Alabama and Madison County, Alabama Alabama United States Metal Warren Bolt-Connected Through Truss Fixed 12 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 0 1965 0 Unknown 6 7 360 109.73 2047 623.93 28 8.53 https://historicbridges.org/alabama/whitesburg/little_whitesburg_0205_small.jpg https://historicbridges.org/alabama/whitesburg/little_whitesburg_0205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/whitesburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.575433,-86.568633
8006 Steamboat Bill Bridge Captain William J. Hudson Memorial Bridge Paired with a modern bridge, this continuous truss bridge displays an arched truss design with towers, a design unique to Alabama. The technical description of the main or most noteworthy span of the bridge is a 360 ft (109.73 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 34.612869 -86.973487 US-31, US-72 Alternate, and AL-20 (6th Avenue) Tennessee River, Railroad, and Market Street Decatur Limestone County, Alabama and Morgan County, Alabama Alabama United States Metal Warren Rivet-Connected Through Truss Fixed 12 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 20 1961 1997 Unknown 6 7 360 109.73 2502 762.61 30.2 9.2 https://historicbridges.org/alabama/decatur/little_decatur_9955_6_7vib_small.jpg https://historicbridges.org/alabama/decatur/little_decatur_9955_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/decatur/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.612869,-86.973487
8007 Memphis & Charleston Railroad Bridge Old Railroad Bridge, Florence Railroad Bridge This surviving approach system for a former railroad and highway combination bridge has been preserved as a pedestrian walkway. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Warren deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 34.782748 -87.668852 Railroad (Rail-Trail) Tennessee River Sheffield and Florence Lauderdale County, Alabama and Colbert County, Alabama Alabama United States Metal Warren Pin-Connected Deck Truss Fixed 6 13 Metal Deck Girder Fixed 0 1 1893 0 Detroit Bridge and Iron Works of Detroit, Michigan 7 7 115 35.05 1595 486.16 0 0 https://historicbridges.org/alabama/florencerr/little_florencerr_7516_small.jpg https://historicbridges.org/alabama/florencerr/little_florencerr_7516.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/florencerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.782748,-87.668852
8008 ! Clinton Bridge Honorable William Everette Lewallen Memorial Bridge, Green Bridge This bridge was noted for its highly unusual three span continuous truss unit where a central through truss span is flanked by deck truss spans. The technical description of the main or most noteworthy span of the bridge is a 224.6 ft (68.46 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. 36.094309 -84.132372 US-25W (Old TN-9) Clinch River and Riverside Drive Clinton Anderson County, Tennessee Tennessee United States Metal Warren Rivet-Connected Through Truss Fixed 8 Continuous 3 Pre-Stressed Concrete Girder Fixed 0 13 1939 2000 Bethlehem Steel Company of Bethlehem, Pennsylvania 8 8 224.6 68.46 983.3 299.71 0 0 https://historicbridges.org/tennessee/tn_clinton/little_tn_clinton_1384_5_6vib_small.jpg https://historicbridges.org/tennessee/tn_clinton/little_tn_clinton_1384_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/tn_clinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.094309,-84.132372
8009 US-72 Elk River Bridge This traditional through truss bridge has been paired with a modern bridge, forming a one-way couplet. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 34.803589 -87.230726 US-72 (Eastbound) and AL-2 (Eastbound) (Lee Highway) Elk River (Wheeler Reservoir) Rural Lauderdale County, Alabama and Limestone County, Alabama Alabama United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 20 1936 0 Unknown 6 6 200 60.96 1582 482.19 23.6 7.19 https://historicbridges.org/alabama/elkriverbridge/little_elkriverbridge_9412_small.jpg https://historicbridges.org/alabama/elkriverbridge/little_elkriverbridge_9412.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/elkriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.803589,-87.230726
8010 Tallapoosa River Railroad Bridge The lightweight members of this abandoned railroad truss bridge suggests it may be an older railroad bridge, perhaps as old as the 1880s. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 32.449477 -85.897511 Railroad (Abandoned Tallassee and Montgomery Railroad) Tallapoosa River Rural Macon County, Alabama and Elmore County, Alabama Alabama United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 7 8 150 45.72 0 0 0 0 https://historicbridges.org/alabama/tallapoosarr/little_tallapoosarr_3142_small.jpg https://historicbridges.org/alabama/tallapoosarr/little_tallapoosarr_3142.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/tallapoosarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.449477,-85.897511
8011 Tuscaloosa Railroad Bridge This unusual asymmetrical continuous through truss bridge replaced an earlier bridge dating to 1896-9. The technical description of the main or most noteworthy span of the bridge is a 275 ft (83.82 m) metal continuous rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 33.213722 -87.576566 Railroad (Kansas City Southern) Black Warrior River Tuscaloosa Tuscaloosa County, Alabama Alabama United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 0 Continuous 2 Metal Deck Girder Fixed 0 0 1924 0 American Bridge Company of New York, New York 7 7 275 83.82 3600 1097.28 0 0 https://historicbridges.org/alabama/tuscaloosa/little_tuscaloosa_5938_small.jpg https://historicbridges.org/alabama/tuscaloosa/little_tuscaloosa_5938.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/tuscaloosa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.213722,-87.576566
8012 Wheeler Dam Bridge This bridge provides vehicular access over the Wheeler Dam and associated locks. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 34.806101 -87.381882 AL-101 Tennessee River Rural Lawrence County, Alabama and Lauderdale County, Alabama Alabama United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 2 Metal Stringer (Multi-Beam) Fixed 0 143 1937 1962 Unknown 7 7 175 53.34 6500 1981.2 20 6.1 https://historicbridges.org/alabama/wheelerdam/little_wheelerdam_9190_small.jpg https://historicbridges.org/alabama/wheelerdam/little_wheelerdam_9190.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/wheelerdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.806101,-87.381882
8013 Wilson Dam Bridge This dam, a National Historic Landmark, features highway access over it via original concrete arch spans and a 1959 high level structure. The technical description of the main or most noteworthy span of the bridge is a 1512 ft (460.86 m) metal continuous deck girder, fixed. The bridge was primarily built by Unknown. 34.802261 -87.626209 Wilson Dam Road Tennessee River Florence Colbert County, Alabama and Lauderdale County, Alabama Alabama United States Metal Deck Girder Fixed 0 Continuous 8 Concrete Closed Spandrel Deck Arch Fixed 0 78 1924 1959 Unknown 7 7 1512 460.86 4962 1512.42 20 6.1 https://historicbridges.org/alabama/wilsondam/little_wilsondam_8389_small.jpg https://historicbridges.org/alabama/wilsondam/little_wilsondam_8389.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/wilsondam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.802261,-87.626209
8014 Verbena Bridge Abandoned and buried in the trees, this bridge is a rare example of the extremely unusual pony truss design used by the Roanoke Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Roanoke Bridge Company of Roanoke, Virginia. 32.755165 -86.513165 US-31 (Abandoned Alignment) (CR-503, Abandoned Section) Chestnut Creek Verbena Chilton County, Alabama Alabama United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 0 1917 0 Roanoke Bridge Company of Roanoke, Virginia 7 7 0 0 0 0 0 0 https://historicbridges.org/alabama/verbena/little_verbena_4621_small.jpg https://historicbridges.org/alabama/verbena/little_verbena_4621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/verbena/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.755165,-86.513165
8015 Selma Railroad Bridge This is a good example of a pin-connected railroad through truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal pin-connected Camelback through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 32.403723 -87.011237 Railroad (CSX) Alabama River Selma Dallas County, Alabama Alabama United States Metal Camelback Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 10 1 Metal Camelback Pin-Connected Through Truss 8 0 0 0 Unknown 7 7 260 79.25 1800 548.64 0 0 https://historicbridges.org/alabama/selmarr/little_selmarr_5095_6_7vib_small.jpg https://historicbridges.org/alabama/selmarr/little_selmarr_5095_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/selmarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.403723,-87.011237
8016 Decatur Railroad Bridge This bridge has been altered by the replacement of many spans with modern structures, but some of the fixed truss spans remain historic. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal bolt-connected Polygonal Warren through truss, movable: vertical lift. The bridge was primarily built by Unknown. 34.618044 -86.980797 Railroad (CSX and Norfolk Southern) Tennessee River Decatur Limestone County, Alabama and Morgan County, Alabama Alabama United States Metal Polygonal Warren Bolt-Connected Through Truss Movable: Vertical Lift 12 1 Metal Warren Rivet-Connected Through Truss Fixed 6 8 0 0 Unknown 6 6 400 121.92 1200 365.76 0 0 https://historicbridges.org/alabama/decaturrr/little_decaturrr_9973_small.jpg https://historicbridges.org/alabama/decaturrr/little_decaturrr_9973.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/decaturrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.618044,-86.980797
8017 Veterans Memorial Bridge Beck Mill Bridge This is a nice looking multi-span deck arch bridge that was bypassed and left in place. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Mitcham, Keller, Smith, and Land. 31.595289 -85.783082 US-231 (Old Alignment) Pea River Rural Dale County, Alabama Alabama United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 8 1921 0 Unknown Mitcham, Keller, Smith, and Land 6 7 120 36.58 440 134.11 18 5.49 https://historicbridges.org/alabama/peariver/little_peariver_2764_5_6vib_small.jpg https://historicbridges.org/alabama/peariver/little_peariver_2764_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/peariver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=31.595289,-85.783082
8018 Cahaba Road Bridge This traditional Pratt truss bridge was bypassed, perhaps in the 1970s, and abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 32.416644 -87.038819 Cahaba Road Valley Creek Selma Dallas County, Alabama Alabama United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/alabama/valleycreek/little_valleycreek_5827_small.jpg https://historicbridges.org/alabama/valleycreek/little_valleycreek_5827.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/valleycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.416644,-87.038819
8019 CR-150 Driveway Bridge Appearing to be an early example of a rivet-connected Warren pony truss bridge, this private bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property adjacent to a public road. 40.615776 -83.805012 Private Drive Local Drain Rural Hardin County, Ohio Ohio United States This bridge is on private property adjacent to a public road. Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 35 10.67 0 0 10.5 3.2 https://historicbridges.org/ohio/jumpohio/little_rickimg_9206_small.jpg https://historicbridges.org/ohio/jumpohio/little_rickimg_9206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/jumpohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.615776,-83.805012
8020 Muchinippi Creek Private Bridge 2 Hidden away in the middle of a field is this rare surviving example of a Smith Bridge Company pony truss with finials. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. Special note about bridge location: This bridge is on private property. 40.591735 -83.951327 Private Drive Muchinippi Creek Rural Auglaize County, Ohio Ohio United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Smith Bridge Company of Toledo, Ohio 7 7 36 10.97 36 10.97 0 0 https://historicbridges.org/ohio/waynesfield1/little_rickimg_9284_small.jpg https://historicbridges.org/ohio/waynesfield1/little_rickimg_9284.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/waynesfield1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.591735,-83.951327
8021 Muchinippi Creek Private Bridge 3 This bridge is one of several abandoned pony truss bridges found along this creek on private property. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio. Special note about bridge location: This bridge is on private property. 40.587847 -83.951070 Private Drive Muchinippi Creek Rural Auglaize County, Ohio Ohio United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Smith Bridge Company of Toledo, Ohio 6 6 30 9.14 30 9.14 0 0 https://historicbridges.org/ohio/waynesfield2/little_rickimg_9367_small.jpg https://historicbridges.org/ohio/waynesfield2/little_rickimg_9367.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/waynesfield2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.587847,-83.951070
8022 Mill Street South Railway Overpass This is a traditional riveted plate girder overpass bridge with shallow curved ends. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.331314 -79.888568 Railroad (Canadian Pacific, Hamilton Subdivision) Mill Street South Hamilton (Waterdown) Hamilton City, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 1911 0 Unknown 5 5 67 20.42 67 20.42 0 0 https://historicbridges.org/ontario/hamiltonsubdivisionmillstreetsouth/little_20201108_134528_small.jpg https://historicbridges.org/ontario/hamiltonsubdivisionmillstreetsouth/little_20201108_134528.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hamiltonsubdivisionmillstreetsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.331314,-79.888568
8023 Britt Station Bridge KH-69 Still River Bridge This is a rare and relatively late example of a riveted steel arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ontario Department of Highways. 45.800565 -80.536240 KH-69 (Trans-Canada Highway) Still River, Highway 526 (Britt Road/Riverside Drive), and Railroad (Canadian Pacific) Rural Parry Sound District, Ontario Ontario Canada Metal Solid Ribbed Hingeless Deck Arch Fixed 14 1 Metal Stringer (Multi-Beam) Fixed 0 Continuous 4 1954 2018 Unknown Ontario Department of Highways 6 7 165 50.29 379.6 115.7 0 0 https://historicbridges.org/ontario/highway69brittstationbridge/little_20210209_171818_small.jpg https://historicbridges.org/ontario/highway69brittstationbridge/little_20210209_171818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway69brittstationbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.800565,-80.536240
8024 KH-69 Magnetawan River Bridge This is a locally rare but also a very late example of a concrete arch bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 45.774601 -80.497160 KH-69 (Trans-Canada Highway) Magnetawan River Rural Parry Sound District, Ontario Ontario Canada Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Rigid-Frame Fixed 0 2 1959 1989 Unknown 6 7 90 27.43 170 51.82 0 0 https://historicbridges.org/ontario/highway69magnetawanriverbridge/little_20210209_164948_small.jpg https://historicbridges.org/ontario/highway69magnetawanriverbridge/little_20210209_164948.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway69magnetawanriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.774601,-80.497160
8025 Highway 529 Bridge This is an excellent example of a standard riveted pony truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario). 45.672388 -80.482404 Highway 529 Naiscoot River Rural Parry Sound District, Ontario Ontario Canada Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1937 2018 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Toronto, Ontario) 6 6 90 27.43 130 39.62 0 0 https://historicbridges.org/ontario/highway529naiscootriverbridge/little_20210209_153812_small.jpg https://historicbridges.org/ontario/highway529naiscootriverbridge/little_20210209_153812.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway529naiscootriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.672388,-80.482404
8026 Elderslie Arran Line Bridge This is an uncommon surviving example of a concrete through girder, also noted for its multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 44.413456 -81.103091 Elderslie Arran Line Sauble River Arran-Elderslie Bruce County, Ontario Ontario Canada Concrete Through Girder Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/eldersliearranlinesaubleriverbridge/little_20210214_140927_small.jpg https://historicbridges.org/ontario/eldersliearranlinesaubleriverbridge/little_20210214_140927.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/eldersliearranlinesaubleriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.413456,-81.103091
8027 Old KH-11 South Kahshe River Bridge This long-abandoned bridge appears to have been widened in-kind a long time ago. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.817430 -79.322924 KH-11 (Abandoned Alignment) South Kahshe River Gravenhurst Muskoka District, Ontario Ontario Canada Concrete T-Beam Fixed 0 3 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/oldhighway11southkahsheriver/little_20210101_162217_small.jpg https://historicbridges.org/ontario/oldhighway11southkahsheriver/little_20210101_162217.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldhighway11southkahsheriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.817430,-79.322924
8028 Peasley Road Bridge This long abandoned bridge is noted for its lightweight members and curved ends giving it an unusual appearance. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 41.367630 -82.309527 Peasley Road Chance Creek Rural Lorain County, Ohio Ohio United States This bridge is on private property. Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ohio/peasley/little_rickimg_9559_small.jpg https://historicbridges.org/ohio/peasley/little_rickimg_9559.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/peasley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.367630,-82.309527
8029 Rau Road Bridge This bridge is an unaltered representative example of a Michigan State Highway Department railing, and also noted for crossing the highway via two bridges. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department (Michigan Department of State Highways). 44.233427 -84.213336 Rau Road (CR-14) I-75 Rural Ogemaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1970 0 Unknown Michigan State Highway Department (Michigan Department of State Highways) 2 3 104 31.7 178.8 54.5 35.8 10.91 https://historicbridges.org/michigan/rauroad/little_sb_5360_small.jpg https://historicbridges.org/michigan/rauroad/little_sb_5360.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rauroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.233427,-84.213336
8030 ! Atherley Narrows Railway Bridge This is an abandoned swing bridge that is testimony to both the area's railway and water navigation history, yet is slated for demolition. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal through girder, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 44.604976 -79.369522 Railroad (Abandoned Canadian National) Atherley Narrows (Lake Couchiching and Lake Simcoe) Orillia Simcoe County, Ontario Ontario Canada Metal Through Girder Movable: Swing Rim Bearing Center Pier 0 1 Concrete Slab Fixed 0 0 1920 1970 Unknown 6 7 148 45.11 430.5 131.22 14 4.27 https://historicbridges.org/ontario/atherleynarrowsswing/little_20210101_123601_small.jpg https://historicbridges.org/ontario/atherleynarrowsswing/little_20210101_123601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/atherleynarrowsswing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.604976,-79.369522
8031 Pointe au Baril Railway Bridge This is a decent sized plate girder bridge and a relatively old surviving structure in the area. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 45.596258 -80.375685 Railroad (Canadian Pacific) South Shore Road (Highway 644) and Pointe au Baril Channel The Archipelago (Pointe au Baril) Parry Sound District, Ontario Ontario Canada Metal Deck Girder Fixed 0 3 0 0 1910 0 Unknown 3 7 82 24.99 220 67.06 0 0 https://historicbridges.org/ontario/cprailwaypointeaubarilbridge/little_20210209_145913_small.jpg https://historicbridges.org/ontario/cprailwaypointeaubarilbridge/little_20210209_145913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaypointeaubarilbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.596258,-80.375685
8032 Hogg's Bridge This is an uncommon multi-span river crossing that uses a rigid-frame construction. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.771639 -81.309389 Morris Road (CR-16) Middle Maitland River Rural Huron County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 3 0 0 1957 0 Unknown 5 5 63 19.2 200 60.96 0 0 https://historicbridges.org/ontario/hoggsbridge/little_20210130_171935_small.jpg https://historicbridges.org/ontario/hoggsbridge/little_20210130_171935.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hoggsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.771639,-81.309389
8033 Bronte Creek Railway Bridge This is a classic example of a tower and girder style railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.418908 -79.810584 Railroad (Canadian National, Halton Subdivision) Bronte Creek (Twelve Mile Creek) Burlington Halton Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 5 5 0 0 525 160.02 0 0 https://historicbridges.org/ontario/cnrailwayhaltonsubdivisionbrontecreek/little_20201108_114029_small.jpg https://historicbridges.org/ontario/cnrailwayhaltonsubdivisionbrontecreek/little_20201108_114029.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnrailwayhaltonsubdivisionbrontecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.418908,-79.810584
8034 Coldwater River Railway Bridge This is a small, abandoned plate girder railway bridge. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 44.710694 -79.644889 Railroad (Canadian Pacific, Port McNicoll Subdivision) Coldwater River Coldwater (Severn Township) Simcoe County, Ontario Ontario Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/portmcnicollsubdivisoncoldwaterriver/little_20201114_120340_small.jpg https://historicbridges.org/ontario/portmcnicollsubdivisoncoldwaterriver/little_20201114_120340.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portmcnicollsubdivisoncoldwaterriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.710694,-79.644889
8035 Kett Road Bridge This bridge is an example of an early small scale standard plan slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 44.750389 -79.177528 Kett Road Head River Rural Kawartha Lakes City, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 5 0 0 0 0 0 0 https://historicbridges.org/ontario/kettroad/little_20210101_135133_small.jpg https://historicbridges.org/ontario/kettroad/little_20210101_135133.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kettroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.750389,-79.177528
8036 Sgt. Aubrey Cosens VC Memorial Bridge Latchford Bridge This mid 20th century steel through arch bridge gained some unfortunate fame in 2003 due to a partial failure of the deck. The technical description of the main or most noteworthy span of the bridge is a 350 ft (106.68 m) metal two-hinged Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 47.322277 -79.809974 KH-11 (Trans-Canada Highway) Montreal River Latchford Timiskaming District, Ontario Ontario Canada Metal Solid Ribbed Two-Hinged Through Arch Fixed 0 1 0 0 1960 2005 Unknown 5 5 350 106.68 0 0 0 0 https://historicbridges.org/ontario/aubreycosensmemorialbridge/little_20200930_143610_small.jpg https://historicbridges.org/ontario/aubreycosensmemorialbridge/little_20200930_143610.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/aubreycosensmemorialbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.322277,-79.809974
8037 McCarthy Street Bridge This appears to be an early example of a concrete t-beam bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 45.981986 -79.363521 McCarthy Street Trout Creek Powassan (Trout Creek) Parry Sound District, Ontario Ontario Canada Concrete T-Beam Fixed 0 3 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/mccarthystreetbridge/little_20200930_170824_small.jpg https://historicbridges.org/ontario/mccarthystreetbridge/little_20200930_170824.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mccarthystreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.981986,-79.363521
8038 Nottawasaga River Railway Bridge This tower and girder style railway bridge has some alterations. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 44.280998 -79.840459 Railroad (Canadian Pacific) Nottawasaga River Rural Simcoe County, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 5 5 75 22.86 675 205.74 0 0 https://historicbridges.org/ontario/cprailwaynottawasagariverbridge/little_20200926_145302_small.jpg https://historicbridges.org/ontario/cprailwaynottawasagariverbridge/little_20200926_145302.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaynottawasagariverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.280998,-79.840459
8039 Queen Street Bridge Structure D-201 This concrete rigid-frame bridge is noted for its railing design and decorative light posts. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.077972 -81.003639 Queen Street (Concession Road 10 NDR) Meux Creek West Grey (Neustadt) Grey County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 5 5 65 19.81 0 0 0 0 https://historicbridges.org/ontario/neustadt/little_20200905_110110_small.jpg https://historicbridges.org/ontario/neustadt/little_20200905_110110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/neustadt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.077972,-81.003639
8040 Concession Road 16 Bridge This appears to be an early example of a small scale concrete slab bridge and its noted for its ornate railings. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 44.682917 -81.068056 Concession Road 16 Hepworth Creek Georgian Bluffs Grey County, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/ontario/keppelconc16/little_20200822_181702_small.jpg https://historicbridges.org/ontario/keppelconc16/little_20200822_181702.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/keppelconc16/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.682917,-81.068056
8041 Red Deer Road East Bridge This bridge appears to be a genuine wartime era Bailey truss bridge that has been placed on this road. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 48.594583 -80.557028 Red Deer Road East Wabbler Creek Black River-Matheson Cochrane District, Ontario Ontario Canada Metal Bailey Double-Truss, Single-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/reddeerroadeastbridge/little_20200928_122336_small.jpg https://historicbridges.org/ontario/reddeerroadeastbridge/little_20200928_122336.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/reddeerroadeastbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.594583,-80.557028
8042 Marter Road 2 North Bridge This uncommon double story Bailey truss appears to be composed of genuine Mark II model truss panels. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, double-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 47.858472 -79.867778 Marter Road 2 Blanche River Unorganized West Timiskaming District Timiskaming District, Ontario Ontario Canada Metal Bailey Double-Truss, Double-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/marterroad2northbridge/little_20200927_170147_small.jpg https://historicbridges.org/ontario/marterroad2northbridge/little_20200927_170147.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/marterroad2northbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.858472,-79.867778
8043 Marter Road 2 South Bridge This Bailey truss appears to be composed of genuine Mark II model truss panels. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 47.843639 -79.868139 Marter Road 2 Crocodile Creek Unorganized West Timiskaming District Timiskaming District, Ontario Ontario Canada Metal Bailey Double-Truss, Single-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/marterroad2southbridge/little_20200927_172050_small.jpg https://historicbridges.org/ontario/marterroad2southbridge/little_20200927_172050.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/marterroad2southbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=47.843639,-79.868139
8044 7th Avenue Bridge This is a good example of a double-span rigid-frame bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.161167 -81.033611 7th Avenue (CR-10) Rocky Saugeen River Hanover Grey County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 1960 1987 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/7thhanover/little_20200905_142701_small.jpg https://historicbridges.org/ontario/7thhanover/little_20200905_142701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/7thhanover/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.161167,-81.033611
8045 South Simcoe Railway Overpass This bridge's plate girders appear to have been replaced, but it retains an original riveted steel bent. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal through girder, fixed. The bridge was primarily built by Unknown. 44.060000 -79.805361 Railroad (Canadian Pacific) Railroad (South Simcoe Railway) New Techumseth Simcoe County, Ontario Ontario Canada Metal Through Girder Fixed 0 2 0 0 0 0 Unknown 2 2 70 21.34 129 39.32 0 0 https://historicbridges.org/ontario/cpsouthsimcoe/little_20200714_192505_small.jpg https://historicbridges.org/ontario/cpsouthsimcoe/little_20200714_192505.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cpsouthsimcoe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.060000,-79.805361
8046 Northline Bridge Although deteriorated, this is an unaltered example of a rural concrete rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a 29.5 ft (8.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.207528 -80.759667 Northline Saugeen River Creek Tributary West Grey (Former Glenelg) Grey County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1954 0 Unknown 3 3 29.5 8.99 0 0 0 0 https://historicbridges.org/ontario/northerncreektrib/little_20200905_165349_small.jpg https://historicbridges.org/ontario/northerncreektrib/little_20200905_165349.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/northerncreektrib/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.207528,-80.759667
8047 Blair Stone Arch Bridge Bowman Creek Culvert This locally rare stone arch bridge has been abandoned and is deteriorating. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 43.385541 -80.389724 Blair Road (Abandoned Alignment) Bowman Creek Cambridge (Blair) Waterloo Region, Ontario Ontario Canada Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/blairstonearch/little_20200824_192546_small.jpg https://historicbridges.org/ontario/blairstonearch/little_20200824_192546.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/blairstonearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.385541,-80.389724
8048 Duffy's Lane Bridge This concrete rigid-frame bridge is noted for its unusual railings which have only been observed on a small number of bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 43.936778 -79.840361 Duffy's Lane Upper Humber River Caledon Peel Region, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 0 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ontario/duffyslaneupperhumber/little_20200815_180417_small.jpg https://historicbridges.org/ontario/duffyslaneupperhumber/little_20200815_180417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/duffyslaneupperhumber/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.936778,-79.840361
8049 Mulock Road Styx River Bridge Structure B-006 This is a older surviving example of a concrete rigid-frame bridge. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.263833 -80.932639 Mulock Road Styx River West Grey (Former Bentinck) Grey County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 1 0 0 1935 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ontario/mulockstyx/little_20200905_161211_small.jpg https://historicbridges.org/ontario/mulockstyx/little_20200905_161211.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mulockstyx/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.263833,-80.932639
8050 Shantz Station Road Railway Overpass This small plate girder overpass is noted for its large stone abutments. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.493417 -80.374861 Railroad (Canadian Pacific) (Galt Subdivion) Shantz Station Road (RR-30) Woolwich Township Waterloo Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 4 4 33 10.06 33 10.06 0 0 https://historicbridges.org/ontario/shantzstation/little_20200824_185928_small.jpg https://historicbridges.org/ontario/shantzstation/little_20200824_185928.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/shantzstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.493417,-80.374861
8051 Grand River Railway Bridge This fairly large plate girder bridge has some alterations of its concrete piers. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.478361 -80.422333 Railroad (Go (Kitchener Line), Via-Rail, and Former Grand Trunk Railway) Grand River Kitchener Waterloo Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 4 0 0 0 0 Unknown 6 6 100 30.48 412 125.58 0 0 https://historicbridges.org/ontario/gotrainviarailkitchenergrandriver/little_20200920_121531_small.jpg https://historicbridges.org/ontario/gotrainviarailkitchenergrandriver/little_20200920_121531.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/gotrainviarailkitchenergrandriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478361,-80.422333
8052 Hespeler Railway Bridge This is a plate girder bridge is decent size also noted for its stone substructure that may be from a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 43.430139 -80.315750 Railroad (Canadian Pacific) (Galt Subdivion) Speed River Cambridge (Hespeler) Waterloo Region, Ontario Ontario Canada Metal Deck Girder Fixed 0 8 0 0 0 0 Unknown 5 6 50 15.24 406 123.75 0 0 https://historicbridges.org/ontario/hespelerrail/little_20200911_191932_small.jpg https://historicbridges.org/ontario/hespelerrail/little_20200911_191932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/hespelerrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.430139,-80.315750
8053 Mud Slough Bridge This railroad swing bridge is a hidden secret that is best discovered by boat. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal through girder, movable: swing, Center Pier. The bridge was primarily built by Unknown. 37.469265 -121.974010 Railroad (Union Pacific) Mud Slough Fremont Alameda County, California United States Metal Through Girder Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 4 4 132 40.23 820 249.94 0 0 https://historicbridges.org/california/mudslough/little_dscn0809_small.jpg https://historicbridges.org/california/mudslough/little_dscn0809.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/mudslough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.469265,-121.974010
8054 Rockledge Road Bridge River Drive Bridge This is an outstanding example of a Parker truss built by a noted in-state builder. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Nelson and Buchanan of Chambersburg, Pennsylvania. 40.585045 -76.080288 Rockledge Road (River Drive, TR-706) Schuylkill River Auburn Schuylkill County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 8 1 0 0 1903 0 Nelson and Buchanan of Chambersburg, Pennsylvania 7 7 150 45.72 152 46.33 17.4 5.3 https://historicbridges.org/pennsylvania/rockledgeroad/little_rockledgeroad_21_small.jpg https://historicbridges.org/pennsylvania/rockledgeroad/little_rockledgeroad_21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rockledgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.585045,-76.080288
8055 Landingville Bridge Bridge Number 119 This is a good unaltered example of a concrete arch bridge of county design. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by John Maguire. 40.628597 -76.124566 Main Street (PA-2011) Schuylkill River Landingville Schuylkill County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1923 1990 John Maguire 5 5 70 21.34 146 44.5 20.3 6.19 https://historicbridges.org/pennsylvania/bridge119landingville/little_bridge119landingville_3_small.jpg https://historicbridges.org/pennsylvania/bridge119landingville/little_bridge119landingville_3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridge119landingville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.628597,-76.124566
8056 Athens Railroad Bridge This multi-span railroad bridge is noted for its curved layout and skew resulting in unusual truss design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 41.957416 -76.526041 Railroad (Norfolk Southern) (Former Lehigh Valley Railroad) Chemung River Athens Bradford County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 7 5 0 0 1916 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 7 7 120 36.58 602 183.49 0 0 https://historicbridges.org/pennsylvania/lvrr_chemung/little_lvrroverchemungriver_26_small.jpg https://historicbridges.org/pennsylvania/lvrr_chemung/little_lvrroverchemungriver_26.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lvrr_chemung/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.957416,-76.526041
8057 Lehigh Gorge Trail Railroad Overpass This skewed railroad over railroad overpass bridge is noted for its distinctive portal bracing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 40.875820 -75.758264 Railroad (Central Railroad of New Jersey) and Lehigh Gorge Trail Railroad (Lehigh Valley) Rural Carbon County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 6 8 140 42.67 0 0 0 0 https://historicbridges.org/pennsylvania/readingandnorthernoverlvrr/little_readingnorthern11-14-2020_124_small.jpg https://historicbridges.org/pennsylvania/readingandnorthernoverlvrr/little_readingnorthern11-14-2020_124.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingandnorthernoverlvrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.875820,-75.758264
8058 Crosstown Parkway Bridge This simple culvert bridge is noted for its custom-designed type R4 railings which feature a "K" in them for Kalamazoo. The technical description of the main or most noteworthy span of the bridge is a 9.8 ft (2.99 m) corrugated multi-plate culvert, fixed. The bridge was primarily built by Unknown. 42.282767 -85.578808 Crosstown Parkway Portage Creek Kalamazoo Kalamazoo County, Michigan Michigan United States Corrugated Multi-Plate Culvert Fixed 0 2 0 0 1965 0 Unknown 1 3 9.8 2.99 30 9.14 44 13.41 https://historicbridges.org/michigan/crosstown/little_img_20210502_114235_small.jpg https://historicbridges.org/michigan/crosstown/little_img_20210502_114235.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/crosstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.282767,-85.578808
8059 Strasburg Pike Bridge This is a traditional concrete deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by J. Miller Eshleman of Landisville, Pennsylvania. 39.994860 -76.204251 Strasburg Pike (PA-2029) Pequea Creek West Lampeter Lancaster County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1926 0 J. Miller Eshleman of Landisville, Pennsylvania 4 4 80 24.38 80 24.38 20 6.1 https://historicbridges.org/pennsylvania/strasburgpike/little_strasburgpike9_small.jpg https://historicbridges.org/pennsylvania/strasburgpike/little_strasburgpike9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/strasburgpike/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994860,-76.204251
8060 Ironstone Bridge This small concrete arch bridge is noted as a very early surviving example of its type in the region. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Willauer and Company. 40.320360 -75.652380 Farmington Avenue (PA-2040) Ironstone Creek Douglass Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1907 0 Willauer and Company 6 8 50 15.24 50 15.24 20 6.1 https://historicbridges.org/pennsylvania/ironstonebridge/little_ironstonebridge7_small.jpg https://historicbridges.org/pennsylvania/ironstonebridge/little_ironstonebridge7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironstonebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.320360,-75.652380
8061 Farmington Avenue Railroad Overpass This is a small, traditional deck plate girder overpass. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.320660 -75.652480 Railroad (Colebrookdale Railroad) Farmington Avenue (PA-2040) Douglass Berks County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/farmingtonave/little_farmingtonave1_small.jpg https://historicbridges.org/pennsylvania/farmingtonave/little_farmingtonave1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/farmingtonave/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.320660,-75.652480
8062 Pine Forge Railroad Bridge This deck plate girder bridge is actually more significant for its rare and handsome elliptical stone arch approach spans. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.282530 -75.685610 Railroad (Colebrookdale Railroad) Manatawny Creek and Pine Forge Road Pine Forge Berks County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 2 Stone Elliptical Deck Arch 0 2 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pineforgerdmanatawnycr/little_pineforgeroad3_small.jpg https://historicbridges.org/pennsylvania/pineforgerdmanatawnycr/little_pineforgeroad3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pineforgerdmanatawnycr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.282530,-75.685610
8063 Simmons Road Bridge This is a traditional example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 17 ft (5.18 m) stone Segmental deck arch, fixed. The bridge was primarily built by James M. Smith. 40.286960 -75.495220 Simmons Road Scioto Creek Lower Frederick Township Montgomery County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 2 0 0 1915 0 James M. Smith 6 6 17 5.18 38 11.58 19.7 6 https://historicbridges.org/pennsylvania/simmonsroad/little_simmonsroad11_small.jpg https://historicbridges.org/pennsylvania/simmonsroad/little_simmonsroad11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/simmonsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.286960,-75.495220
8064 Darby Creek Viaduct This is a traditional tower and girder style railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.931650 -75.283570 Railroad (SEPTA, Media/Elwyn Line) Darby Creek and Scottdale Road Lansdowne and Clifton Heights Delaware County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 4 4 0 0 333 101.5 0 0 https://historicbridges.org/pennsylvania/darbycreekviaduct/little_darbycreekviaduct2_small.jpg https://historicbridges.org/pennsylvania/darbycreekviaduct/little_darbycreekviaduct2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/darbycreekviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.931650,-75.283570
8065 Ridley Creek Viaduct This is a traditional tower and girder style railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.914870 -75.402180 Railroad (SEPTA, Media/Elwyn Line) Ridley Creek and Ridley Creek Road Media Delaware County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 4 4 0 0 680 207.26 0 0 https://historicbridges.org/pennsylvania/ridleycreekviaduct/little_ridleycreekviaduct2_small.jpg https://historicbridges.org/pennsylvania/ridleycreekviaduct/little_ridleycreekviaduct2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridleycreekviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.914870,-75.402180
8066 Pequea Lane Bridge This is an uncommon multi-span example of a concrete through girder. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) concrete through girder, fixed. The bridge was primarily built by Ferro-Concrete Construction Company of Harrisburg, Pennsylvania. 40.013246 -76.120787 Pequea Lane (Meadow Lane, TR-491) Pequea Creek Paradise Lancaster County, Pennsylvania Pennsylvania United States Concrete Through Girder Fixed 0 3 0 0 1923 0 Ferro-Concrete Construction Company of Harrisburg, Pennsylvania 6 6 38 11.58 118 35.97 20 6.1 https://historicbridges.org/pennsylvania/pequealanebridge/little_pequealanebridge4_small.jpg https://historicbridges.org/pennsylvania/pequealanebridge/little_pequealanebridge4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pequealanebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.013246,-76.120787
8067 Concord Road Bridge This small stone arch bridge has suffered from modern alteration with concrete. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.880620 -75.511950 Concord Road Chester Creek Concord Delaware County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1898 1990 Unknown 3 3 26 7.92 30 9.14 27 8.23 https://historicbridges.org/pennsylvania/concordroad/little_concordroad4_small.jpg https://historicbridges.org/pennsylvania/concordroad/little_concordroad4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/concordroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.880620,-75.511950
8068 Wawa Road Culvert This is a tiny stone culvert. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by George Wood. 39.895350 -75.465470 Wawa Road Unnamed Creek Chester Heights Delaware County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1916 0 George Wood 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/wawaroad/little_wawaroad3_small.jpg https://historicbridges.org/pennsylvania/wawaroad/little_wawaroad3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wawaroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.895350,-75.465470
8069 Grove Mill Road Bridge This is an unaltered example of a 1920s concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) concrete t-beam, fixed. The bridge was primarily built by W. H. Drawbaugh of Dover, Pennsylvania. 39.766250 -76.516820 Grove Mill Road South Branch Muddy Creek Fawn York County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1925 0 W. H. Drawbaugh of Dover, Pennsylvania 1 2 47 14.33 61 18.59 19 5.79 https://historicbridges.org/pennsylvania/grovemillrd/little_grovemillrd5_small.jpg https://historicbridges.org/pennsylvania/grovemillrd/little_grovemillrd5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/grovemillrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.766250,-76.516820
8070 Union Church Road Bridge This is a traditional example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Francis Geesey. The bridge was primarily designed by Charles A. Williams of Jacobus, Pennsylvania. 39.798900 -76.550220 Union Church Road Rambo Run Tributary East Hopewell York County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1912 0 Francis Geesey Charles A. Williams of Jacobus, Pennsylvania 5 5 30 9.14 34 10.36 13 3.96 https://historicbridges.org/pennsylvania/unionchurchrd/little_unionchurchrd13_small.jpg https://historicbridges.org/pennsylvania/unionchurchrd/little_unionchurchrd13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/unionchurchrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.798900,-76.550220
8071 Maryland Avenue Bridge This is a classic example of a concrete deck arch bridge. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Ed Daylor of Coatesville, Pennsylvania. 39.732040 -75.580470 Maryland Avenue (DE-4) Little Mill Creek Wilmington New Castle County, Delaware Delaware United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1931 1983 Ed Daylor of Coatesville, Pennsylvania 4 6 50 15.24 50 15.24 48 14.63 https://historicbridges.org/delaware/marylandavenuebridge/little_marylandavebridge4_small.jpg https://historicbridges.org/delaware/marylandavenuebridge/little_marylandavebridge4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/marylandavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.732040,-75.580470
8072 Brackenville Road Bridge Despite alteration, this bridge remains significant as a very old stone arch bridge in Delaware. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.775340 -75.690050 Brackenville Road Mill Creek Brookhill Farms New Castle County, Delaware Delaware United States Stone Segmental Deck Arch Fixed 0 1 0 0 1846 1996 Unknown 5 7 21 6.4 21 6.4 26 7.92 https://historicbridges.org/delaware/brackenvilleroadbridge/little_brackenvilleroadbridge1_small.jpg https://historicbridges.org/delaware/brackenvilleroadbridge/little_brackenvilleroadbridge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/brackenvilleroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.775340,-75.690050
8073 Old Lancaster Pike Bridge This small bridge is the oldest stone arch bridge in Delaware The technical description of the main or most noteworthy span of the bridge is a 12 ft (3.66 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 39.779050 -75.680370 Old Lancaster Pike (Former Newport-Gap Turnpike) Mill Creek Tributary Hockessin New Castle County, Delaware Delaware United States Stone Segmental Deck Arch Fixed 0 1 0 0 1811 0 Unknown 6 8 12 3.66 12 3.66 26 7.92 https://historicbridges.org/delaware/oldlancasterpikebridge/little_oldlancasterpikebridge8_small.jpg https://historicbridges.org/delaware/oldlancasterpikebridge/little_oldlancasterpikebridge8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/oldlancasterpikebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.779050,-75.680370
8074 Snuff Mill Road Bridge This steel stringer bridge is significant for its stone facing, which was designed to harmonize with a nearby property. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Olivere Paving and Construction Company of Wilmington, Delaware. 39.820210 -75.644820 Snuff Mill Road Barrow's Run Yorklyn New Castle County, Delaware Delaware United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1939 2004 Olivere Paving and Construction Company of Wilmington, Delaware 4 6 32.2 9.81 36 10.97 24 7.32 https://historicbridges.org/delaware/snuffmillroadbridge/little_snuffmillroadbridge10_small.jpg https://historicbridges.org/delaware/snuffmillroadbridge/little_snuffmillroadbridge10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=delaware/snuffmillroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.820210,-75.644820
8075 Octoraro Creek Railroad Bridge This is a long abandoned railroad deck plate girder with a stone arch approach. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 39.660660 -76.148530 Railroad (Abandoned) Octoraro Creek Rural Cecil County, Maryland Maryland United States Metal Deck Girder Fixed 0 0 Stone Deck Arch Fixed 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/maryland/octorarolineoveroctorarocreek1/little_octorarolineoveroctorarocreek12_small.jpg https://historicbridges.org/maryland/octorarolineoveroctorarocreek1/little_octorarolineoveroctorarocreek12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/octorarolineoveroctorarocreek1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.660660,-76.148530
8076 Octoraro Creek Railroad Bridge This abandoned railroad bridge passes under another larger high level railroad bridge. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 39.659970 -76.153000 Railroad (Abandoned) Octoraro Creek Rural Cecil County, Maryland Maryland United States Metal Deck Girder Fixed 0 0 0 0 1901 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 5 5 0 0 0 0 0 0 https://historicbridges.org/maryland/octorarolineoveroctorarocreek2/little_octorarolineoveroctorarocreek22_small.jpg https://historicbridges.org/maryland/octorarolineoveroctorarocreek2/little_octorarolineoveroctorarocreek22.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/octorarolineoveroctorarocreek2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.659970,-76.153000
8077 Octoraro Creek Railroad Bridge This concrete arch railroad bridge is hidden away in a wooded setting. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.659900 -76.153460 Railroad (Norfolk Southern) Octoraro Creek Rural Cecil County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 6 0 0 530 161.54 26 7.92 https://historicbridges.org/maryland/portroadlineoveroctorarocreek/little_portroadlineoveroctorarocreek2_small.jpg https://historicbridges.org/maryland/portroadlineoveroctorarocreek/little_portroadlineoveroctorarocreek2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/portroadlineoveroctorarocreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.659900,-76.153460
8078 Conowingo Creek Railroad Bridge This is a low level example of a multi-span concrete railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.682710 -76.197060 Railroad (Norfolk Southern) Conowingo Creek Rural Cecil County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1927 0 Unknown 6 6 0 0 350 106.68 0 0 https://historicbridges.org/maryland/portroadlineoverconowingocreek/little_portroadlineoverconowingocreek1_small.jpg https://historicbridges.org/maryland/portroadlineoverconowingocreek/little_portroadlineoverconowingocreek1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/portroadlineoverconowingocreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.682710,-76.197060
8079 Pequea Creek Railroad Bridge This is a stone arch railroad bridge, and it has some modest concrete alterations. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.043310 -76.196000 Railroad (Amtrak) Pequea Creek and Mill Creek Road Rural Lancaster County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 6 0 0 250 76.2 0 0 https://historicbridges.org/pennsylvania/prrstoneviaductoverpequeacrk/little_prrstoneviaductoverpequeacreek3_small.jpg https://historicbridges.org/pennsylvania/prrstoneviaductoverpequeacrk/little_prrstoneviaductoverpequeacreek3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrstoneviaductoverpequeacrk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043310,-76.196000
8080 Muddy Creek Road Bridge Sitting on stone substructure of a previous bridge is this fairly early surviving example of a pre-stressed concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Unknown. 39.802010 -76.476310 Muddy Creek Road South Branch Muddy Creek Rural York County, Pennsylvania Pennsylvania United States Pre-Stressed Concrete Box Beam Fixed 0 2 0 0 1954 0 Unknown 2 2 29 8.84 58 17.68 13.5 4.11 https://historicbridges.org/pennsylvania/muddycreekrd2/little_muddycreekrd210_small.jpg https://historicbridges.org/pennsylvania/muddycreekrd2/little_muddycreekrd210.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/muddycreekrd2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.802010,-76.476310
8081 Conestoga River Bridge This plate girder bridge features a riveted span at one end and an apparently newer welded plate girder of similar design at the other end. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.051200 -76.276340 Access Road Conestoga River Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 1 1 86 26.21 208 63.4 0 0 https://historicbridges.org/pennsylvania/conestogariverwaterworksbridge/little_conestogarvrwaterworksbridge7_small.jpg https://historicbridges.org/pennsylvania/conestogariverwaterworksbridge/little_conestogarvrwaterworksbridge7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/conestogariverwaterworksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.051200,-76.276340
8082 Water Street Bridge Although altered this tiny concrete arch bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.793620 -76.732880 Water Street South Branch Codorus Creek Glen Rock York County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown 5 5 39 11.89 42 12.8 30.8 9.39 https://historicbridges.org/pennsylvania/glenrockwaterst/little_glenrockwaterst1_small.jpg https://historicbridges.org/pennsylvania/glenrockwaterst/little_glenrockwaterst1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/glenrockwaterst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.793620,-76.732880
8083 Ironstone Creek Railroad Bridge This is a small trestle style timber railroad bridge. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.286060 -75.684070 Railroad (Colebrookdale Railroad) Ironstone Creek Rural Berks County, Pennsylvania Pennsylvania United States Wood Stringer (Multi-Beam) Fixed 0 0 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/ironstonecreektrestle/little_ironstonecreek3_small.jpg https://historicbridges.org/pennsylvania/ironstonecreektrestle/little_ironstonecreek3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ironstonecreektrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.286060,-75.684070
8084 Grist Mill Road Railroad Overpass This overpass bridge comes in the form of a timber trestle style bridge. The technical description of the main or most noteworthy span of the bridge is a wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.292620 -75.681420 Railroad (Colebrookdale Railroad) Grist Mill Road Rural Berks County, Pennsylvania Pennsylvania United States Wood Stringer (Multi-Beam) Fixed 0 0 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/gristmillroadtrestle/little_gristmillrdtrestle1_small.jpg https://historicbridges.org/pennsylvania/gristmillroadtrestle/little_gristmillrdtrestle1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/gristmillroadtrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.292620,-75.681420
8085 Old Trolley Line Bridge This tiny stone arch bridge is a remnant for a former trolley line. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.969186 -75.671253 Old Trolley Line Unnamed Creek Rural Chester County, Pennsylvania Pennsylvania United States Stone and Brick Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/wcdtowntrolley/little_elaine_wcdtowntrolley006_small.jpg https://historicbridges.org/pennsylvania/wcdtowntrolley/little_elaine_wcdtowntrolley006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wcdtowntrolley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.969186,-75.671253
8086 Stony Run Bridge This is a small but unaltered stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.149505 -75.530877 Railroad (Schuykill River Rail-Trail) Stony Run East Pikeland Township Chester County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/srtspringcity/little_elaine_srtspringcity007_small.jpg https://historicbridges.org/pennsylvania/srtspringcity/little_elaine_srtspringcity007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/srtspringcity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.149505,-75.530877
8087 Patoka Railroad Bridge This is a late example of a traditional riveted railroad bridge with latticed and v-laced built-up members. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 38.401483 -87.587209 Railroad (CSX) Patoka River and River Road Patoka Gibson County, Indiana Indiana United States Metal Pratt Rivet-Connected Through Truss Fixed 0 1 Metal Deck Girder Fixed 0 7 1948 0 American Bridge Company of New York, New York 5 6 155 47.24 270 82.3 0 0 https://historicbridges.org/indiana/patokarailroad/little_patokarailroad_0707_8_9v_small.jpg https://historicbridges.org/indiana/patokarailroad/little_patokarailroad_0707_8_9v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/patokarailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.401483,-87.587209
8088 National Road Deer Creek Bridge Putnam County Bridge 237 Although buried behind many trees and nearly impossible to view, this is an impressive remnant of the historic National Road. The technical description of the main or most noteworthy span of the bridge is a 75.5 ft (23.01 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Edward F. Smith of Indianapolis, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 39.578203 -86.846846 CR 550 South (Old US-40, Historic National Road) Deer Creek Rural Putnam County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 4 0 0 1925 2004 Edward F. Smith of Indianapolis, Indiana Indiana State Highway Commission 6 7 75.5 23.01 277 84.43 20 6.1 https://historicbridges.org/indiana/deercreekbridgeoldus40/little_deercreekbridgeoldus-40_5633a_small.jpg https://historicbridges.org/indiana/deercreekbridgeoldus40/little_deercreekbridgeoldus-40_5633a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deercreekbridgeoldus40/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.578203,-86.846846
8089 CR-470 East Bridge This is a small but unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 56.4 ft (17.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.672047 -87.146859 CR-470 East Strangers Branch Rural Parke County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 6 6 56.4 17.19 83.7 25.51 15.7 4.79 https://historicbridges.org/indiana/strangersbranch500e4bridge/little_strangersbranch500e4bridge_5879_80_81r_small.jpg https://historicbridges.org/indiana/strangersbranch500e4bridge/little_strangersbranch500e4bridge_5879_80_81r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/strangersbranch500e4bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.672047,-87.146859
8090 IN-42 Doe Creek Bridge This traditional deck arch bridge is in a scenic location. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 39.469092 -86.842019 IN-42 Doe Creek Rural Owen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1939 0 Unknown Indiana State Highway Commission 6 6 70 21.34 148 45.11 24 7.32 https://historicbridges.org/indiana/doecreekin42bridge/little_doecreekin42bridge_4334_5_6v_small.jpg https://historicbridges.org/indiana/doecreekin42bridge/little_doecreekin42bridge_4334_5_6v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/doecreekin42bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.469092,-86.842019
8091 Tower Road Bridge This is a small scale standard concrete arch bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.430226 -86.753005 Tower Road (CR-100 East) Branch Mill Creek Rural Owen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1940 0 Unknown 5 5 37 11.28 42 12.8 20 6.1 https://historicbridges.org/indiana/millgrovebranchmillcreekbridge/little_millgrovebranchmillcreekbridge_4988a_small.jpg https://historicbridges.org/indiana/millgrovebranchmillcreekbridge/little_millgrovebranchmillcreekbridge_4988a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/millgrovebranchmillcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.430226,-86.753005
8093 Lake Monroe Railroad Bridge Sanford Railroad Bridge This railroad bascule bridge continues to carry many trains and also operates frequently for boats. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Unknown. 28.837750 -81.324644 Railroad (CSX, Amtrak, SunRail) St. Johns River (Lake Monroe) Sanford Seminole County, Florida and Volusia County, Florida Florida United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 4 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 7 120 36.58 560 170.69 0 0 https://historicbridges.org/florida/stjohnslakemonroerr/little_marc_stjohnsrdraw__houseworkedon2_small.jpg https://historicbridges.org/florida/stjohnslakemonroerr/little_marc_stjohnsrdraw__houseworkedon2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/stjohnslakemonroerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.837750,-81.324644
8094 Old Cypress Creek Road Bridge A remnant of a more rural past in this now-developed region is this Luten arch bridge. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 28.188123 -82.403399 Old Cypress Creek Road Cypress Creek Land O' Lakes Pasco County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Unknown 5 5 64 19.51 64 19.51 18.7 5.7 https://historicbridges.org/florida/cypress/little_marc_oldcypresscreek29_small.jpg https://historicbridges.org/florida/cypress/little_marc_oldcypresscreek29.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cypress/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.188123,-82.403399
8095 Crystal Springs Road Bridge This is a notable multi-span and unaltered example of a Luten bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 43.3 ft (13.2 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. The bridge was primarily designed by J. W. Turner. 28.185747 -82.184036 Crystal Springs Road Hillsborough River Crystal Springs Pasco County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1923 0 Luten Bridge Company of York, Pennsylvania J. W. Turner 6 8 43.3 13.2 160 48.77 18.7 5.7 https://historicbridges.org/florida/crystalsprings/little_marc_zephyrhills18_small.jpg https://historicbridges.org/florida/crystalsprings/little_marc_zephyrhills18.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/crystalsprings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.185747,-82.184036
8096 Lake Monroe Bridge Although this large swing bridge was replaced and its approach spans demolished, the swing span was preserved as a fishing pier. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Ingalls Iron Works of Birmingham, Alabama and Verona, Pennsylvania. 28.837005 -81.324093 US-17 (Abandoned Alignment) (Fishing Pier) St. Johns River (Lake Monroe) Sanford Seminole County, Florida and Volusia County, Florida Florida United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 0 0 1933 1994 Ingalls Iron Works of Birmingham, Alabama and Verona, Pennsylvania 6 8 235 71.63 627 191.11 24 7.32 https://historicbridges.org/florida/lakemonroe/little_lkmonroeswing_66_small.jpg https://historicbridges.org/florida/lakemonroe/little_lkmonroeswing_66.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/lakemonroe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.837005,-81.324093
8097 Fulton Road Bridge This is a relatively early example of a pre-stressed box beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.032128 -85.351878 Fulton Road Nottawa Creek (Nottawassepee River) Rural St. Joseph County, Michigan Michigan United States Pre-Stressed Concrete Box Beam Fixed 0 2 0 0 1958 0 Raff and Dexter of Lansing, Michigan Michigan State Highway Department 2 2 40 12.19 79.7 24.29 30 9.14 https://historicbridges.org/michigan/fultonroadstjoseph/little_jasonholloway-20210505_113944_small.jpg https://historicbridges.org/michigan/fultonroadstjoseph/little_jasonholloway-20210505_113944.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fultonroadstjoseph/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.032128,-85.351878
8098 Pennsylvania Railroad Schuylkill Valley Branch Railroad Bridge No. 83.40 This is a truss and girder bridge that includes a railroad over railroad truss span and girder spans over the river. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.588842 -76.076108 Railroad (Schuylkill River Railroad) Schuylkill River and Railroad (Reading, Blue Mountain and Northern Railroad) Auburn Schuylkill County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 165 50.29 500 152.4 0 0 https://historicbridges.org/pennsylvania/prrschuylkillvalleybranchtrussgirdersrt/little_prrtrussgirdersrt4_small.jpg https://historicbridges.org/pennsylvania/prrschuylkillvalleybranchtrussgirdersrt/little_prrtrussgirdersrt4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/prrschuylkillvalleybranchtrussgirdersrt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.588842,-76.076108
8099 Schuylkill River Railroad Bridge This bridge appears to have had a long history of repairs, with some stone piers and other piers of brick. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 40.589374 -76.075738 Railroad (Reading, Blue Mountain, and Northern) Schuylkill River Auburn Schuylkill County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 0 0 0 0 0 Unknown 1 1 0 0 240 73.15 0 0 https://historicbridges.org/pennsylvania/rbmnrrthechutesschuylkillriver/little_prrrthechutes16_small.jpg https://historicbridges.org/pennsylvania/rbmnrrthechutesschuylkillriver/little_prrrthechutes16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rbmnrrthechutesschuylkillriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.589374,-76.075738
8100 Washington Road Railroad Overpass This is an extremely rare example of a stone arch bridge with pierced circular openings. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Gustavus A. Nicolls. 40.428789 -75.959609 Railroad (Reading, Blue Mountain, and Northern) Schuylkill River Tributary and Washington Road Rural Berks County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 0 0 0 0 0 Unknown Gustavus A. Nicolls 8 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/rbmnwashingtonroad/little_rbmnwashingtonroad2_small.jpg https://historicbridges.org/pennsylvania/rbmnwashingtonroad/little_rbmnwashingtonroad2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rbmnwashingtonroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.428789,-75.959609
8101 Matthew E. Welsh Bridge Mauckport Bridge, Brandenburg Bridge Built in the decade of transition away from riveted construction, this bridge leaned toward the future with its all-welded and bolted design. The technical description of the main or most noteworthy span of the bridge is a 725 ft (220.98 m) metal bolt-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by R. E. Dailey Construction Company of Detroit, Michigan. 38.016729 -86.197331 KY-79 and IN-135 Ohio River and 2nd Street Mauckport and Brandenburg Harrison County, Indiana and Meade County, Kentucky Indiana and Kentucky United States Metal Modified Warren (Subdivided) Bolt-Connected Through Truss Fixed 20 2 Metal Stringer (Multi-Beam) Fixed 0 Continuous 12 1966 1997 R. E. Dailey Construction Company of Detroit, Michigan 5 5 725 220.98 3098.2 944.33 28 8.53 https://historicbridges.org/indiana/mauckport/little_mauckport_9174a_small.jpg https://historicbridges.org/indiana/mauckport/little_mauckport_9174a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/mauckport/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.016729,-86.197331
8102 Elliston Railroad Bridge Bloomfield Railroad Bridge This is a traditional railroad deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by American Bridge Works of Chicago, Illinois. 39.025386 -86.967547 Railroad (Indiana Railroad) White River Elliston Greene County, Indiana Indiana United States Metal Pratt Rivet-Connected Deck Truss Fixed 7 2 Metal Deck Girder Fixed 0 0 1906 1915 American Bridge Works of Chicago, Illinois 6 6 150 45.72 1493 455.07 10 3.05 https://historicbridges.org/indiana/ellistonrailroadbridge/little_ellistonrailroadbridge_8813_4_5v_small.jpg https://historicbridges.org/indiana/ellistonrailroadbridge/little_ellistonrailroadbridge_8813_4_5v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/ellistonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.025386,-86.967547
8103 Montezuma Railroad Bridge This railroad bridge, converted for pedestrian use, is visible south of the highway bridge in Montezuma. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.781659 -87.374301 Railroad (Rail-Trail) Wabash River Montezuma Parke County, Indiana, and Vermillion County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Through Girder Fixed 0 4 0 0 Unknown 6 6 150 45.72 820 249.94 0 0 https://historicbridges.org/indiana/montezumarr/little_montezumarr_6638_39_40v_small.jpg https://historicbridges.org/indiana/montezumarr/little_montezumarr_6638_39_40v.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/montezumarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.781659,-87.374301
8104 Johnstown Railroad Bridge This abandoned traditional railroad through truss bridge is visible from the nearby highway bridge. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 39.169381 -87.005311 Railroad (Abandoned Evansville, Indianapolis and Terre Haute Railroad) Eel River Johnstown Owen County, Indiana and Greene County, Indiana Indiana United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1921 0 Unknown 5 5 155 47.24 155 47.24 0 0 https://historicbridges.org/indiana/johnstownrailroadbridge/little_johnstownrailroadbridge_8189a_small.jpg https://historicbridges.org/indiana/johnstownrailroadbridge/little_johnstownrailroadbridge_8189a.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/johnstownrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.169381,-87.005311
8105 US-9W Moodna Creek Bridge This standard two span pony truss bridge of state design. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 41.459008 -74.023669 US-9W Moodna Creek New Windsor Orange County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 2 0 0 1932 1983 Unknown New York State Department of Public Works 5 5 115 35.05 237 72.24 40 12.19 https://historicbridges.org/newyork/us9wmoodnacreekbridge/little_us9wmoodnacreekbridge_8104_5_6vib_small.jpg https://historicbridges.org/newyork/us9wmoodnacreekbridge/little_us9wmoodnacreekbridge_8104_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us9wmoodnacreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.459008,-74.023669
8106 Broadway Bridge This is an example of the highly unusual curved plate girder bridges built as overpasses on this railroad line. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal curved chord through girder, fixed. The bridge was primarily built by Unknown. 40.968539 -73.717146 Broadway Railroad (Metro-North New Haven Line) Harrison Westchester County, New York New York United States Metal Curved Chord Through Girder Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 1 1887 0 Unknown 7 7 53.8 16.4 65 19.81 22 6.71 https://historicbridges.org/newyork/broadwaybridgeharrison/little_broadwaybridgeharrison_7864_5_6vib_small.jpg https://historicbridges.org/newyork/broadwaybridgeharrison/little_broadwaybridgeharrison_7864_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/broadwaybridgeharrison/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.968539,-73.717146
8107 West Street Bridge This is an example of the highly unusual curved plate girder bridges built as overpasses on this railroad line. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal curved chord through girder, fixed. The bridge was primarily built by Unknown. 40.964731 -73.723890 West Street Railroad (Metro-North New Haven Line) Harrison Westchester County, New York New York United States Metal Curved Chord Through Girder Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 1 1887 0 Unknown 7 7 51.8 15.79 66 20.12 30 9.14 https://historicbridges.org/newyork/weststreet/little_weststreet_7759_small.jpg https://historicbridges.org/newyork/weststreet/little_weststreet_7759.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/weststreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.964731,-73.723890
8108 Culver Viaduct As an elevated section of an elevated section of the New York Subway, it is hard to define a start and end to this long, bridge-like structure. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.674025 -73.996553 Railroad (New York Subway, F Line and G Line) Gowanus Canal and Various Roads New York Brooklyn, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 8 0 0 0 1933 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/newyork/culverviaduct/little_culverviaduct_0400_small.jpg https://historicbridges.org/newyork/culverviaduct/little_culverviaduct_0400.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/culverviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.674025,-73.996553
8109 4th Avenue 9th Street Station Bridge This subway station is essentially also a large overpass bridge, and it features a beautiful arch-like facade that conceals the truss span within. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Camelback through truss, fixed. The bridge was primarily built by Unknown. 40.669941 -73.989086 Railroad (New York Subway, F Line and G Line) 4th Avenue New York Brooklyn, New York New York United States Metal Camelback Rivet-Connected Through Truss Fixed 7 1 0 0 1933 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/4thave9thstreetstationbridge/little_4thave9thstreetstationbridge_0244_small.jpg https://historicbridges.org/newyork/4thave9thstreetstationbridge/little_4thave9thstreetstationbridge_0244.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/4thave9thstreetstationbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.669941,-73.989086
8110 Park Avenue Viaduct Pershing Square Viaduct, Grand Central Terminal Bridge This beautiful bridge was built as an integral part of the famous Grand Central Terminal. The technical description of the main or most noteworthy span of the bridge is a 224 ft (68.28 m) metal hingeless Solid Ribbed deck arch, fixed. The bridge was primarily built by Terry and Tench of New York, New York. The bridge was primarily designed by Warren and Wetmore of New York, New York and Clifford M. Pinckney . 40.752052 -73.977726 Park Avenue 41st Street and 42nd Street New York Manhattan, New York New York United States Metal Solid Ribbed Hingeless Deck Arch Fixed 0 3 0 0 1919 0 Terry and Tench of New York, New York Warren and Wetmore of New York, New York and Clifford M. Pinckney 8 8 224 68.28 658.2 200.62 35 10.67 https://historicbridges.org/newyork/parkavenueviaductgrandcentral/little_parkavenueviaductgrandcentral_5638_39_40vib_small.jpg https://historicbridges.org/newyork/parkavenueviaductgrandcentral/little_parkavenueviaductgrandcentral_5638_39_40vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/parkavenueviaductgrandcentral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.752052,-73.977726
8111 Wappingers Falls Bridge This attractive stone arch bridge contributes to a historic district. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.599287 -73.920198 NY-9D (Main Street) Wappinger Creek Wappingers Falls Dutchess County, New York New York United States Stone Segmental Deck Arch Fixed 0 2 0 0 1884 0 Unknown 7 7 54.8 16.7 120 36.58 34.8 10.61 https://historicbridges.org/newyork/wappingersfalls/little_wappingersfalls_7378_79_80vr_small.jpg https://historicbridges.org/newyork/wappingersfalls/little_wappingersfalls_7378_79_80vr.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wappingersfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.599287,-73.920198
8112 Wappingers Falls Flume Wappingers Falls Penstock Bridge This unusual bridge structure carries a massive riveted pipe over the creek. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 41.598719 -73.920570 Pipeline Wappinger Creek Wappingers Falls Dutchess County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1910 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/wappingersfallsflume/little_wappingersfallsflume_7483_small.jpg https://historicbridges.org/newyork/wappingersfallsflume/little_wappingersfallsflume_7483.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wappingersfallsflume/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.598719,-73.920570
8113 County House Road Bridge Bridge E-105 This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 43.065968 -77.043853 County House Road Erie Canal (New York State Barge Canal) Rural Wayne County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1914 1986 Owego Bridge Company of Owego, New York 6 6 148 45.11 151 46.02 14 4.27 https://historicbridges.org/newyork/countyhouse/little_a18dblewrn_small.jpg https://historicbridges.org/newyork/countyhouse/little_a18dblewrn.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/countyhouse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065968,-77.043853
8114 Walworth Road Bridge Yellow Mills Bridge, Bridge E-119 This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by I.M. Ludington's Sons Inc. of Rochester, New York. 43.063639 -77.258141 Walworth Road Erie Canal (New York State Barge Canal) Rural Wayne County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1911 1990 I.M. Ludington's Sons Inc. of Rochester, New York 6 6 148 45.11 151 46.02 14 4.27 https://historicbridges.org/newyork/walworthroad/little_img_3246_small.jpg https://historicbridges.org/newyork/walworthroad/little_img_3246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/walworthroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.063639,-77.258141
8115 Bonta Bridge Bridge E-81 This is one of the largest fixed truss bridges over the Erie Canal and is noted for its two different truss types. The technical description of the main or most noteworthy span of the bridge is a 197 ft (60.05 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Baltimore Bridge Company of Baltimore, Maryland and M. Fitzgerald. 43.076854 -76.514346 Bonta Bridge Road (CR-14B) Seneca River (Erie Canal, New York State Barge Canal) Brutus Cayuga County, New York New York United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 2 1912 2017 Baltimore Bridge Company of Baltimore, Maryland and M. Fitzgerald 8 8 197 60.05 471 143.56 14 4.27 https://historicbridges.org/newyork/bontabridge/little_img_3690_small.jpg https://historicbridges.org/newyork/bontabridge/little_img_3690.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bontabridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076854,-76.514346
8116 Creager's Bridge Lyons-Marengo Road Bridge, Bridge E-96 This bridge is a less common Pennsylvania though truss variety of fixed truss bridge built over the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 181 ft (55.17 m) metal rivet-connected Parker arch, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. 43.031877 -76.953737 Lyons-Marengo Road (CR-334) (Cole Road) Erie Canal (New York State Barge Canal) Galen Wayne County, New York New York United States Metal Parker Rivet-Connected Arch Fixed 10 1 Pre-Stressed Concrete Box Beam Fixed 0 2 1909 1988 Penn Bridge Company of Beaver Falls, Pennsylvania 7 7 181 55.17 236 71.93 14 4.27 https://historicbridges.org/newyork/lyonsmarengoroad/little_img_3511_small.jpg https://historicbridges.org/newyork/lyonsmarengoroad/little_img_3511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyonsmarengoroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.031877,-76.953737
8117 East Avenue Bridge Bridge E-110 This is a Baltimore truss bridge, which was less commonly used over the Erie Canal than other truss types. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 43.047505 -77.092595 East Avenue Erie Canal (New York State Barge Canal) Newark Wayne County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1914 1999 Owego Bridge Company of Owego, New York 6 6 148 45.11 151 46.02 18.4 5.61 https://historicbridges.org/newyork/newarkeastavenue/little_img_3377_small.jpg https://historicbridges.org/newyork/newarkeastavenue/little_img_3377.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newarkeastavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.047505,-77.092595
8118 Galloway Road Bridge Galloway's Bridge, Bridge E-115 Alterations have reduced this bridge to another standard example of a Double-Warren span over the Erie Canal, but this bridge once had a pony truss span too. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 43.066180 -77.181376 Galloway Road Erie Canal (New York State Barge Canal) and Canalway Trail Rural Wayne County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Pre-Stressed Concrete Box Beam Fixed 0 1 1912 1988 Owego Bridge Company of Owego, New York 6 6 148 45.11 232 70.71 14 4.27 https://historicbridges.org/newyork/gallowayroad/little_aswiftlndg_small.jpg https://historicbridges.org/newyork/gallowayroad/little_aswiftlndg.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gallowayroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.066180,-77.181376
8119 Port Gibson Bridge Bridge E-114 This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 43.040829 -77.154308 Port Gibson Road Erie Canal (New York State Barge Canal) Port Gibson Wayne County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1912 1986 Owego Bridge Company of Owego, New York 6 6 148 45.11 151 46.02 14.8 4.51 https://historicbridges.org/newyork/portgibson/little_img_3342_small.jpg https://historicbridges.org/newyork/portgibson/little_img_3342.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/portgibson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.040829,-77.154308
8120 Marshall Road Bridge Bridge E-212 This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York. 43.222139 -78.420877 Marshall Road Erie Canal (New York State Barge Canal) and Canalway Trail Medina Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1909 0 J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York 6 6 150 45.72 191 58.22 14.8 4.51 https://historicbridges.org/newyork/marshallroad/little_img_3843_small.jpg https://historicbridges.org/newyork/marshallroad/little_img_3843.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/marshallroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.222139,-78.420877
8121 Howland Island Road Bridge Bridge E-86 This is one of the largest fixed truss bridges over the Erie Canal and is noted for its two different truss types. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Lupfer and Remick of Buffalo, New York. 43.067571 -76.668077 Howland Island Road (CR-139) Seneca River (Erie Canal, New York State Barge Canal) Rural Cayuga County, New York New York United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 2 1913 1952 Lupfer and Remick of Buffalo, New York 8 8 158 48.16 410 124.97 15 4.57 https://historicbridges.org/newyork/howland/little_img_3566_small.jpg https://historicbridges.org/newyork/howland/little_img_3566.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/howland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.067571,-76.668077
8122 Mosquito Point Bridge NY-38 Bridge, Bridge E-85 This is one of the youngest truss bridges over the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 43.079426 -76.644749 NY-38 (Conquest Road) Seneca River (Erie Canal, New York State Barge Canal) Rural Cayuga County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1964 0 Unknown 5 4 220 67.06 366 111.56 28.2 8.6 https://historicbridges.org/newyork/ny38bridge/little_img_3547_small.jpg https://historicbridges.org/newyork/ny38bridge/little_img_3547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny38bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.079426,-76.644749
8123 Horan Road Bridge Bridge E-209 This is one of two unusual Erie Canal bridges in Medina that used pin-connections and Baltimore trusses instead of riveted connections. The technical description of the main or most noteworthy span of the bridge is a 226.7 ft (69.1 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.222760 -78.381292 Horan Road Erie Canal (New York State Barge Canal) Medina Orleans County, New York New York United States Metal Baltimore Pin-Connected Through Truss Fixed 12 1 0 0 1914 1998 Unknown 7 7 226.7 69.1 229 69.8 14.8 4.51 https://historicbridges.org/newyork/horanmedina/little_img_3748_small.jpg https://historicbridges.org/newyork/horanmedina/little_img_3748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/horanmedina/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.222760,-78.381292
8124 Glenwood Avenue Bridge Bridge E-210 This is one of two unusual Erie Canal bridges in Medina that used pin-connections and Baltimore trusses instead of riveted connections. The technical description of the main or most noteworthy span of the bridge is a 177.8 ft (54.19 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.223953 -78.387620 Glenwood Avenue Erie Canal (New York State Barge Canal) Medina Orleans County, New York New York United States Metal Baltimore Pin-Connected Through Truss Fixed 12 1 0 0 1914 1998 Unknown 7 7 177.8 54.19 180 54.86 16.4 5 https://historicbridges.org/newyork/medinaglenwood/little_img_3796_small.jpg https://historicbridges.org/newyork/medinaglenwood/little_img_3796.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/medinaglenwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.223953,-78.387620
8125 Leach Street Bridge Bridge E-101 This bridge features a through truss and a plate girder. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Lathrop, Shea, and Henwood Company of Buffalo, New York. 43.062067 -76.996525 Leach Street Erie Canal (New York State Barge Canal) Lyons Wayne County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Through Girder Fixed 0 1 1919 1990 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Lathrop, Shea, and Henwood Company of Buffalo, New York 6 6 136 41.45 218 66.45 17.7 5.39 https://historicbridges.org/newyork/lyonsleach/little_img_3456_small.jpg https://historicbridges.org/newyork/lyonsleach/little_img_3456.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyonsleach/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.062067,-76.996525
8126 Newark Railroad Bridge Bridge 16.90, Bridge E-109 This abandoned traditional railroad truss bridge has had its approaches removed. The technical description of the main or most noteworthy span of the bridge is a 176 ft (53.64 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 43.047189 -77.087246 Railroad (Abandoned Pennsylvania Railroad) Erie Canal (New York State Barge Canal) Newark Wayne County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Phoenix Bridge Company of Phoenixville, Pennsylvania 6 6 176 53.64 0 0 0 0 https://historicbridges.org/newyork/newarkrailroad/little_img_3395_small.jpg https://historicbridges.org/newyork/newarkrailroad/little_img_3395.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newarkrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.047189,-77.087246
8127 CSX Erie Canal Railroad Bridge New York Central Erie Canal Railroad Bridge, Bridge E-106 This bridge is noted for its heavy skew, Baltimore truss configuration, and three truss line arrangement. The technical description of the main or most noteworthy span of the bridge is a 164 ft (49.99 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.058138 -77.058964 Railroad (CSX) Erie Canal (New York State Barge Canal) Rural Wayne County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1901 0 Unknown 7 7 164 49.99 164 49.99 0 0 https://historicbridges.org/newyork/newarkrailroad2/little_img_3413_small.jpg https://historicbridges.org/newyork/newarkrailroad2/little_img_3413.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/newarkrailroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.058138,-77.058964
8128 Lyons Railroad Bridge Bridge E-99 This is a rare example of a railroad bridge with four truss lines providing enough width for six tracks. The technical description of the main or most noteworthy span of the bridge is a 137 ft (41.76 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.056082 -76.978659 Railroad (CSX) Erie Canal (New York State Barge Canal) Lyons Wayne County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 1917 0 Unknown 7 8 137 41.76 137 41.76 90 27.43 https://historicbridges.org/newyork/lyonsrailroad/little_img_3474_small.jpg https://historicbridges.org/newyork/lyonsrailroad/little_img_3474.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lyonsrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.056082,-76.978659
8129 International Railroad Black Rock Canal Bridge Separated from the main International Railroad Bridge by an island, this eastern structure crosses a canal in Buffalo. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal multiple-type-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.931571 -78.901835 Railroad (Canadian National) I-190 and Black Rock Canal Buffalo Erie County, New York New York United States Metal Warren Multiple-Type-Connected Through Truss Fixed 0 1 0 0 1909 0 Unknown 8 8 440 134.11 440 134.11 0 0 https://historicbridges.org/newyork/internationalharbourdraw/little_img_2906_small.jpg https://historicbridges.org/newyork/internationalharbourdraw/little_img_2906.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/internationalharbourdraw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.931571,-78.901835
8130 ! NY-19 Oatka Creek Bridge This is a traditional state design pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.773038 -78.124333 NY-19 Oatka Creek Rural Wyoming County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1937 1992 Unknown New York State Department of Public Works 5 5 99.7 30.39 106 32.31 24 7.32 https://historicbridges.org/newyork/ny19/little_img_3116_small.jpg https://historicbridges.org/newyork/ny19/little_img_3116.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny19/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.773038,-78.124333
8131 Montezuma Bridge Bridge E-90 This is an increasingly uncommon example of a standard state design through truss bridge in the state. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 43.017406 -76.711547 NY-31 Seneca River (Erie Canal, New York State Barge Canal) Montezuma Seneca County, New York and Cayuga County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 4 1949 1968 Unknown New York State Department of Public Works 5 5 250 76.2 502 153.01 30.8 9.39 https://historicbridges.org/newyork/ny31bridge/little_img_3520_small.jpg https://historicbridges.org/newyork/ny31bridge/little_img_3520.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny31bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.017406,-76.711547
8133 Dry Dock Road Bridge This is a standard example of a highway plate girder. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal through girder, fixed. The bridge was primarily built by Mount Vernon Bridge Company of Mount Vernon, Ohio. 43.062136 -77.019040 Dry Dock Road Erie Canal (New York State Barge Canal) Lyons Wayne County, New York New York United States Metal Through Girder Fixed 0 1 0 0 1919 1970 Mount Vernon Bridge Company of Mount Vernon, Ohio 2 2 87 26.52 149 45.42 18 5.49 https://historicbridges.org/newyork/drydockroad/little_locke-28athroughgirder6_small.jpg https://historicbridges.org/newyork/drydockroad/little_locke-28athroughgirder6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/drydockroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.062136,-77.019040
8134 High Bridge This is a relatively old 19th century plate girder bridge that may have been relocated and reused in this location. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal through girder, fixed. The bridge was primarily built by Rochester Bridge and Iron Works of Rochester, New York. 43.055898 -76.662654 High Bridge Road (CR-139A) Railroad (Conrail) Mentz Cayuga County, New York New York United States Metal Through Girder Fixed 0 1 0 0 1891 0 Rochester Bridge and Iron Works of Rochester, New York 6 6 68 20.73 70 21.34 14.8 4.51 https://historicbridges.org/newyork/highbridge2/little_img_3590_small.jpg https://historicbridges.org/newyork/highbridge2/little_img_3590.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/highbridge2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.055898,-76.662654
8135 Lock 29 Access Road Bridge This traditional plate girder was built by a famous bridge company. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal through girder, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 43.064752 -77.248801 Lock 29 Access Road Ganargua Creek Macedon Wayne County, New York New York United States Metal Through Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 2 1914 1952 Phoenix Bridge Company of Phoenixville, Pennsylvania 4 4 76.8 23.41 109 33.22 14.8 4.51 https://historicbridges.org/newyork/lock29bridge/little_img_3299_small.jpg https://historicbridges.org/newyork/lock29bridge/little_img_3299.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lock29bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.064752,-77.248801
8136 Mud Creek Aqueduct Towpath Bridge This stone arch towpath bridge is next to the piers of a former original Erie Canal aqueduct. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 43.063878 -77.249914 Erie Canal Towpath Ganargua Creek (Mud Creek) Palmyra Wayne County, New York New York United States Stone Segmental Deck Arch Fixed 0 3 0 0 1858 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/mudcreek/little_img_3320_small.jpg https://historicbridges.org/newyork/mudcreek/little_img_3320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mudcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.063878,-77.249914
8137 Bartoli Lane Bridge This extremely rare example of a King bowstring truss bridge was partially encased in concrete long ago. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.153208 -76.152361 Bartoli Lane Shickshinny Creek Shickshinny Luzerne County, Pennsylvania Pennsylvania United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 0 1 0 0 0 1930 King Bridge Company of Cleveland, Ohio 8 9 42 12.8 47 14.33 17.7 5.39 https://historicbridges.org/pennsylvania/shickshinny/little_rick-img_6729_small.jpg https://historicbridges.org/pennsylvania/shickshinny/little_rick-img_6729.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/shickshinny/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.153208,-76.152361
8138 Sedwick Lane Bridge Someone is lucky enough to have one of the rarest historic bridge types, an iron bowstring, as part of their driveway. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on a private drive. 40.814494 -79.456671 Sedwick Lane (Private Driveway) Cowanshannock Creek Rural Armstrong County, Pennsylvania Pennsylvania United States This bridge is on a private drive. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sedwick/little_rick-aarmstrongcountypa2-15-2020_small.jpg https://historicbridges.org/pennsylvania/sedwick/little_rick-aarmstrongcountypa2-15-2020.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sedwick/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.814494,-79.456671
8139 Boggy Run Road Bridge This beautifully composed bridge is one of the last remaining bridges built by a local pioneer in concrete bridge construction. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) concrete curved t-beam, fixed. The bridge was primarily built by Will Dickinson of Ridgway, Pennsylvania. 41.258084 -78.726985 Boggy Run Road (TR-331) Little Toby Creek Rural Elk County, Pennsylvania Pennsylvania United States Concrete Curved T-Beam Fixed 0 1 0 0 1911 0 Will Dickinson of Ridgway, Pennsylvania 6 7 77 23.47 78 23.77 16.7 5.09 https://historicbridges.org/pennsylvania/boggy/little_boggy_4216_small.jpg https://historicbridges.org/pennsylvania/boggy/little_boggy_4216.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/boggy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.258084,-78.726985
8140 Brockway Railroad Bridge This relatively lightweight and potentially very old riveted deck truss span has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.252402 -78.796807 Railroad (Little Toby Rail-Trail) Little Toby Creek and Pershing Avenue Brockway Jefferson County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/brockwayrail/little_brockwayrail_4102_3_4vib_small.jpg https://historicbridges.org/pennsylvania/brockwayrail/little_brockwayrail_4102_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/brockwayrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.252402,-78.796807
8141 Wykoff Run Road Bridge Nestled deep within a very scenic area of the Allegheny Plateau is the unusually narrow state standard through truss. The technical description of the main or most noteworthy span of the bridge is a 206 ft (62.79 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.319010 -78.083750 Wykoff Run Road (PA-2001) Sinnemahoning Creek Rural Cameron County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 1938 2009 Unknown Pennsylvania State Highway Department 6 6 206 62.79 415 126.49 20 6.1 https://historicbridges.org/pennsylvania/wykoff/little_wykoff_6748_small.jpg https://historicbridges.org/pennsylvania/wykoff/little_wykoff_6748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/wykoff/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.319010,-78.083750
8142 Bridge Lane Bridge This bridge, now used on a private road, is a former railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private road. 41.080883 -77.550187 Bridge Lane Bald Eagle Creek Rural Clinton County, Pennsylvania Pennsylvania United States This bridge is on a private road. Metal Baltimore Rivet-Connected Through Truss Fixed 8 2 0 0 0 0 Unknown 6 6 135 41.15 270 82.3 0 0 https://historicbridges.org/pennsylvania/baldeaglecreekrr/little_z_20210522_202752_small.jpg https://historicbridges.org/pennsylvania/baldeaglecreekrr/little_z_20210522_202752.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/baldeaglecreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.080883,-77.550187
8143 ! Chester Bridge This bridge features distinctive two-span continuous through and deck truss spans, a design often used by its designer. The technical description of the main or most noteworthy span of the bridge is a 670 ft (204.22 m) metal continuous rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Massman Construction Company of Kansas City, Missouri. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 37.902456 -89.836982 IL-150 and MO-51 Mississippi River, Railroad (Union Pacific), and Kaskaskia Street Chester Randolph County, Illinois and Perry County, Missouri Illinois and Missouri United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 20 Continuous 2 Metal Warren Rivet-Connected Deck Truss Fixed 14 Continuous 12 1946 0 Massman Construction Company of Kansas City, Missouri Sverdrup and Parcel of St. Louis, Missouri 8 9 670 204.22 2827 861.67 22 6.71 https://historicbridges.org/illinois/chester/little_chester_1511_small.jpg https://historicbridges.org/illinois/chester/little_chester_1511.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chester/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.902456,-89.836982
8144 Shepard Bridge The County Bridge This regionally early example of a rivet-connected highway truss bridge has been relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by New Columbus Bridge Company of Columbus, Ohio. 39.887951 -82.796931 Yellowlegs Trail Georges Creek Pickerington Franklin County, Ohio Ohio United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 4 1 0 0 1897 2004 New Columbus Bridge Company of Columbus, Ohio 6 8 50 15.24 50 15.24 0 0 https://historicbridges.org/ohio/shepard/little_rick-img_0690_small.jpg https://historicbridges.org/ohio/shepard/little_rick-img_0690.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/shepard/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.887951,-82.796931
8145 Yatesboro Bridge This long abandoned pony truss bridge has partially collapsed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 40.799400 -79.342268 TR-654 Cowanshannock Creek Yatesboro Armstrong County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/yatesboro/little_rick-img_9108_small.jpg https://historicbridges.org/pennsylvania/yatesboro/little_rick-img_9108.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/yatesboro/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.799400,-79.342268
8146 Windham Road 3 Bridge Despite some bolted alterations this bridge retains the charm of its original riveted truss design. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.976139 -80.434917 Windham Road 3 Big Creek Rural Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 64 19.51 64 19.51 0 0 https://historicbridges.org/ontario/windhamroad3bigcreekbridge/little_20210524_100712_small.jpg https://historicbridges.org/ontario/windhamroad3bigcreekbridge/little_20210524_100712.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/windhamroad3bigcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.976139,-80.434917
8147 Teeterville Dam Bridge This is a fairly long pony truss span with Lackawanna Steel brands (uncommon in Canada) used as a dam access bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.946417 -80.446111 Dam Access Big Creek (Teeterville Pond) Teeterville Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 0 0 Unknown 6 6 100 30.48 102 31.09 0 0 https://historicbridges.org/ontario/teetervilledambridge/little_20210524_103728_small.jpg https://historicbridges.org/ontario/teetervilledambridge/little_20210524_103728.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/teetervilledambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.946417,-80.446111
8148 Maple Avenue North Bridge This bridge is noted for its span length and its unusual railings which are found on only a few bridges in Ontario. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 43.116111 -80.434361 Maple Avenue North Whiteman's Creek Burford Brant County, Ontario Ontario Canada Concrete Curved T-Beam Fixed 0 1 0 0 0 0 Unknown 6 6 100 30.48 102 31.09 0 0 https://historicbridges.org/ontario/mapleavenuenorthwhiteman_screekbridge/little_20210524_090320_small.jpg https://historicbridges.org/ontario/mapleavenuenorthwhiteman_screekbridge/little_20210524_090320.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mapleavenuenorthwhiteman_screekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.116111,-80.434361
8149 Windsor Harbor Bridge The oldest Pratt truss in the state, this is also one of the most unique and ornate surviving examples of a rare Keystone column truss bridge. The technical description of the main or most noteworthy span of the bridge is a 123.3 ft (37.58 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 38.363970 -90.362386 Windsor Harbor Road (Old Alignment) Rock Creek Kimmswick Jefferson County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 3 1874 0 Keystone Bridge Company of Pittsburgh, Pennsylvania 10 10 123.3 37.58 123.3 37.58 20.3 6.19 https://historicbridges.org/missouri/windsorharbor/little_zimg_20210703_185827_small.jpg https://historicbridges.org/missouri/windsorharbor/little_zimg_20210703_185827.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/windsorharbor/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.363970,-90.362386
8150 Old Appleton Bridge This bridge has been preserved for pedestrians with a park around it, and it is noted as a very old Pratt truss with rare Queenpost approaches. The technical description of the main or most noteworthy span of the bridge is a 103 ft (31.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works). 37.597592 -89.713823 Main Street Apple Creek Old Appleton Cape Girardeau County, Missouri and Perry County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 Metal Queenpost Pin-Connected Pony Truss Fixed 3 2 1879 2005 H. W. Sebastian and Company of St. Louis, Missouri (St. Louis Bridge and Iron Works) 9 10 103 31.39 161 49.07 13 3.96 https://historicbridges.org/missouri/oldappletonbridge/little_oldappletonbridge_1829_small.jpg https://historicbridges.org/missouri/oldappletonbridge/little_oldappletonbridge_1829.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/oldappletonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.597592,-89.713823
8151 Windsor Harbor Railroad Bridge Kimmswick Railroad Bridge This classic riveted railroad truss bridge with plate girder approaches compliments the historic highway bridge next to it. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 38.363967 -90.362113 Railroad (Union Pacific) Rock Creek and Mississippi Street Kimmswick Jefferson County, Missouri Missouri United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Deck Girder Fixed 0 6 1902 1947 Detroit Bridge and Iron Works of Detroit, Michigan 6 6 104 31.7 282 85.95 0 0 https://historicbridges.org/missouri/windsorharborrr/little_zimg_20210703_191312_small.jpg https://historicbridges.org/missouri/windsorharborrr/little_zimg_20210703_191312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/windsorharborrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.363967,-90.362113
8152 MetroLink Footbridge This is an extremely rare presentation of a tower style continuous through truss as a pedestrian footbridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by R. J. Blackburn Inc.. 38.641673 -90.267496 Pedestrian Walkway Railroad (MetroLink) St. Louis St. Louis City, Missouri Missouri United States Metal Warren Rivet-Connected Through Truss Fixed 0 Continuous 3 0 0 1931 0 R. J. Blackburn Inc. 8 8 60 18.29 105 32 0 0 https://historicbridges.org/missouri/metrolinkfootbridge/little_metrolinkfootbridge_6056_7_8vib_small.jpg https://historicbridges.org/missouri/metrolinkfootbridge/little_metrolinkfootbridge_6056_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/metrolinkfootbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.641673,-90.267496
8153 Bellefontaine Bridge This bridge is one of the few surviving bridges designed by one of the greatest engineers in American history. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal pin-connected Baltimore through truss, fixed. The bridge was primarily built by New Jersey Steel and Iron Company of Trenton, New Jersey. The bridge was primarily designed by George Shattuck Morison. 38.843265 -90.236507 Railroad (BNSF) Missouri River Old Jamestown and West Alton St. Louis County, Missouri and St. Charles County, Missouri Missouri United States Metal Baltimore Pin-Connected Through Truss Fixed 16 4 Metal Deck Girder Fixed 0 0 1893 2013 New Jersey Steel and Iron Company of Trenton, New Jersey George Shattuck Morison 9 10 440 134.11 2660 810.77 0 0 https://historicbridges.org/missouri/bellefontaine/little_bellefontaine_5357_8_9vib_small.jpg https://historicbridges.org/missouri/bellefontaine/little_bellefontaine_5357_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/bellefontaine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.843265,-90.236507
8154 St. Charles Railroad Bridge Wabash Bridge This is an impressive 1930s cantilever truss railroad bridge which also has an extremely long girder approach system. The technical description of the main or most noteworthy span of the bridge is a 624 ft (190.2 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York and Mr. Vernon Bridge Company of Mt. Vernon, Ohio. The bridge was primarily designed by Modjeski and Masters. 38.797945 -90.467994 Railroad (Norfolk Southern) Missouri River St. Charles St. Charles County, Missouri and St. Louis County, Missouri Missouri United States Metal Warren Rivet-Connected Through Truss Fixed 20 Cantilever 3 Metal Warren Rivet-Connected Through Truss Fixed 0 0 1936 0 American Bridge Company of New York, New York and Mr. Vernon Bridge Company of Mt. Vernon, Ohio Modjeski and Masters 8 8 624 190.2 7876 2400.6 0 0 https://historicbridges.org/missouri/saintcharles/little_zimg_20210703_170149_small.jpg https://historicbridges.org/missouri/saintcharles/little_zimg_20210703_170149.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/saintcharles/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.797945,-90.467994
8155 ! 30th Street Bridge Marion County Bridge 1705, Riverside Park Bridge This beautiful stone faced concrete bridge with rare Melan reinforcing once formed the centerpiece to a park area. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Marion County Construction Company and W.M. Fife and Son. The bridge was primarily designed by Henry W. Klaussman. 39.809444 -86.194444 30th Street (29th Street) White River Indianapolis Marion County, Indiana Indiana United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1907 1979 Marion County Construction Company and W.M. Fife and Son Henry W. Klaussman 8 7 116 35.36 339 103.33 50 15.24 https://historicbridges.org/indiana/30thstreetbridge/little_30thstreetbridge_1867_small.jpg https://historicbridges.org/indiana/30thstreetbridge/little_30thstreetbridge_1867.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/30thstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.809444,-86.194444
8156 16th Street Bridge Although younger than many other arch bridges in the city, this example is noted for its unique Art Deco railing and details. The technical description of the main or most noteworthy span of the bridge is a 126 ft (38.4 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.788852 -86.197695 16th Street White River Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 5 0 0 1948 2011 Unknown 6 6 126 38.4 687.8 209.64 54 16.46 https://historicbridges.org/indiana/16thstreet/little_16thstreet_2020_1_2vib_small.jpg https://historicbridges.org/indiana/16thstreet/little_16thstreet_2020_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/16thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.788852,-86.197695
8157 Roache Street Bridge Marion County Bridge 1712 This is a fairly old concrete arch bridge noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.804599 -86.182312 Roache Street IWC Canal (Indiana Central Canal) Indianapolis Marion County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1911 0 Unknown 6 5 61 18.59 65.6 19.99 27 8.23 https://historicbridges.org/indiana/roache/little_roache_1930_small.jpg https://historicbridges.org/indiana/roache/little_roache_1930.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/roache/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.804599,-86.182312
8158 Brooks Bridge Martin County Bridge 68 This bridge is noted for its large pin-connected Pratt truss spans and its setting in a scenic, undeveloped area. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lafayette Bridge Company of Lafayette, Indiana. 38.614022 -86.848543 Brooks Bridge Road East Fork White River Rural Martin County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 10 2 0 0 1894 2009 Lafayette Bridge Company of Lafayette, Indiana 7 8 185 56.39 383 116.74 15 4.57 https://historicbridges.org/indiana/brooksbridge/little_brooksbridge_4415_small.jpg https://historicbridges.org/indiana/brooksbridge/little_brooksbridge_4415.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/brooksbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.614022,-86.848543
8159 IN-11 Bridge This is an outstanding example of Indiana's beautiful state standard truss featuring arched bracing. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by R. P. Olinger of Huntingburg, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 38.999057 -85.891549 IN-11 East Fork White River Rural Jackson County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 9 2 0 0 1941 1974 R. P. Olinger of Huntingburg, Indiana Indiana State Highway Commission 6 7 200 60.96 403 122.83 30 9.14 https://historicbridges.org/indiana/in11/little_in11_6842_small.jpg https://historicbridges.org/indiana/in11/little_in11_6842.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in11/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.999057,-85.891549
8160 IN-256 West Bridge This is one of two basically identical historic state standard through truss bridges found on this stretch of road, both crossing the same river. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 38.742108 -85.900119 IN-256 Muscatatuck River Rural Washington County, Indiana and Jackson County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1948 1982 Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana Indiana State Highway Commission 6 6 175 53.34 285 86.87 24 7.32 https://historicbridges.org/indiana/in256west/little_zimg_20210705_150041_small.jpg https://historicbridges.org/indiana/in256west/little_zimg_20210705_150041.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in256west/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.742108,-85.900119
8161 IN-256 East Bridge This is one of two basically identical historic state standard through truss bridges found on this stretch of road, both crossing the same river. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 38.742769 -85.843393 IN-256 Muscatatuck River Rural Jackson County, Indiana and Scott County, Indiana Indiana United States Metal Parker Rivet-Connected Through Truss Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 2 1948 1984 Ben Hur Construction Company of Indianapolis, Indiana and R. P. Olinger of Huntingburg, Indiana Indiana State Highway Commission 6 6 175 53.34 285 86.87 24 7.32 https://historicbridges.org/indiana/in256east/little_in256east_6311_small.jpg https://historicbridges.org/indiana/in256east/little_in256east_6311.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/in256east/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.742769,-85.843393
8162 Columbia Street Bridge Allen County Bridge 529 This is one of an impressive number of concrete arch bridges documented in Fort Wayne. The technical description of the main or most noteworthy span of the bridge is a 106 ft (32.31 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by I. E. Smith Construction Company of Indianapolis, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. 41.082261 -85.132220 Columbia Street Maumee River Fort Wayne Allen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 1923 2001 I. E. Smith Construction Company of Indianapolis, Indiana Asa Waters Grosvenor of Fort Wayne, Indiana 6 4 106 32.31 418 127.41 48 14.63 https://historicbridges.org/indiana/columbia/little_columbia_0529_small.jpg https://historicbridges.org/indiana/columbia/little_columbia_0529.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/columbia/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.082261,-85.132220
8163 Jefferson Boulevard Bridge Allen County Bridge 330 This is one of an impressive number of concrete arch bridges documented in Fort Wayne. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Charles R. Wermuth and Son of Fort Wayne, Indiana. The bridge was primarily designed by Indiana State Highway Commission. 41.071876 -85.162442 West Jefferson Boulevard St. Marys River Fort Wayne Allen County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1935 1996 Charles R. Wermuth and Son of Fort Wayne, Indiana Indiana State Highway Commission 5 2 69 21.03 204 62.18 52.2 15.91 https://historicbridges.org/indiana/westjefferson/little_westjefferson_0580_small.jpg https://historicbridges.org/indiana/westjefferson/little_westjefferson_0580.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/westjefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.071876,-85.162442
8164 Parnell Avenue Bridge Allen County Bridge 538 This is one of an impressive number of concrete arch bridges documented in Fort Wayne. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by I. E. Smith Construction Company of Indianapolis, Indiana. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana. 41.109018 -85.125535 Parnell Avenue St. Joseph River Fort Wayne Allen County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 0 1927 1993 I. E. Smith Construction Company of Indianapolis, Indiana Asa Waters Grosvenor of Fort Wayne, Indiana 5 4 105 32 220 67.06 50 15.24 https://historicbridges.org/indiana/parnell/little_parnell_0274_small.jpg https://historicbridges.org/indiana/parnell/little_parnell_0274.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/parnell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.109018,-85.125535
8165 Howard Vandyke Bridge This bridge is an example of a pin-connected truss bridge built by a noted in-state builder. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Central Concrete and Construction Company of Canton, Ohio, J. K. Hilton, Agent. 40.514008 -80.736311 TR-289 Yellow Creek Rural Jefferson County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1912 1979 Central Concrete and Construction Company of Canton, Ohio, J. K. Hilton, Agent 7 7 101 30.78 105 32 15.7 4.79 https://historicbridges.org/ohio/yellowcreektr290/little_zimg_20210625_163014_1_small.jpg https://historicbridges.org/ohio/yellowcreektr290/little_zimg_20210625_163014_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/yellowcreektr290/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.514008,-80.736311
8166 Locust Point Bridge This is an unusual riveted girder bridge, perhaps salvaged from some other structure, and it has an uncertain history. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.614867 -83.128502 Locust Point Road (Lakeview Boulevard) Turtle Creek Rural Ottawa County, Ohio Ohio United States Metal Through Girder Fixed 0 1 0 0 0 1984 Unknown 3 4 55 16.76 57.4 17.5 15 4.57 https://historicbridges.org/ohio/turtlecreek/little_zimg_20210625_100657_small.jpg https://historicbridges.org/ohio/turtlecreek/little_zimg_20210625_100657.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/turtlecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.614867,-83.128502
8167 Amsterdam Railroad Bridge Although a small example of a common type, this outstanding representative example is unaltered, on stone abutments, and built by a famous company. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal through girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.473236 -80.923129 Railroad (Mahoning Valley Railway) (Former Ohi-Rail Corporation) Yellow Creek Amsterdam Jefferson County, Ohio Ohio United States Metal Through Girder Fixed 0 1 0 0 1902 0 King Bridge Company of Cleveland, Ohio 4 6 48 14.63 48 14.63 0 0 https://historicbridges.org/ohio/amsterdamrr/little_amsterdamrr_8863_small.jpg https://historicbridges.org/ohio/amsterdamrr/little_amsterdamrr_8863.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/amsterdamrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.473236,-80.923129
8168 L Liberty Street Bridge Although altered with load-bearing beams, the original arch ribs of this rare Luten rainbow arch remain in place. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 40.473342 -80.922935 Liberty Street Yellow Creek Amsterdam Jefferson County, Ohio Ohio United States Concrete Rainbow Through Arch Fixed 0 1 0 0 1928 2000 Luten Bridge Company of York, Pennsylvania 7 7 66 20.12 73.2 22.31 18 5.49 https://historicbridges.org/ohio/amsterdam/little_amsterdam_9037_small.jpg https://historicbridges.org/ohio/amsterdam/little_amsterdam_9037.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/amsterdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.473342,-80.922935
8169 Nimishillen Creek Railroad Bridge This is a lightweight and old looking railroad truss bridge, making it stand out as unusual and significant. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.734349 -81.353300 Railroad (Wheeling and Lake Erie) Nimishillen Creek Rural Stark County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 7 150 45.72 151 46.02 0 0 https://historicbridges.org/ohio/nimishillenrr/little_zimg_20210625_142339_small.jpg https://historicbridges.org/ohio/nimishillenrr/little_zimg_20210625_142339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/nimishillenrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.734349,-81.353300
8170 New Somerset Road Bridge This uncommon example of an unusual bridge type remains standing despite repeated attacks by bad drivers. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) corrugated multi-plate deck arch, fixed. The bridge was primarily built by Unknown. 40.517457 -80.730797 New Somerset Road (CR-53) Town Fork Rural Jefferson County, Ohio Ohio United States Corrugated Multi-Plate Deck Arch Fixed 0 2 0 0 1935 0 Unknown 4 5 22 6.71 49 14.94 23.6 7.19 https://historicbridges.org/ohio/newsomerset/little_zimg_20210625_164042_small.jpg https://historicbridges.org/ohio/newsomerset/little_zimg_20210625_164042.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/newsomerset/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.517457,-80.730797
8171 ! Chagrin Falls Bridge Located at the heart of a historic downtown, this is a very old stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 40.7 ft (12.41 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.431407 -81.392047 North Main Street Chagrin River Chagrin Falls Cuyahoga County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 2 0 0 1857 1996 Unknown 7 7 40.7 12.41 115 35.05 59 17.98 https://historicbridges.org/ohio/chagrinfalls/little_chagrinfalls_8080_1_2vib_small.jpg https://historicbridges.org/ohio/chagrinfalls/little_chagrinfalls_8080_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/chagrinfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.431407,-81.392047
8172 Big Sandy Creek Railroad Bridge This is a fairly lightweight railroad truss bridge with pinned connections. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.699554 -81.150782 Railroad (Wheeling and Lake Erie) Big Sandy Creek Rural Carroll County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 7 7 128 39.01 130 39.62 0 0 https://historicbridges.org/ohio/bigsandyrr/little_zimg_20210625_150451_small.jpg https://historicbridges.org/ohio/bigsandyrr/little_zimg_20210625_150451.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigsandyrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.699554,-81.150782
8173 Big Sandy Creek Railroad Bridge This bridge features the extensive use of plate in truss members, a distinctive feature of some railroad pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 40.714219 -81.128348 Railroad (Abandoned Mahoning Valley Railway) (Former Ohi-Rail Corporation) Big Sandy Creek Rural Carroll County, Ohio Ohio United States Metal Pratt Rivet-Connected Pony Truss Fixed 9 1 9 0 0 0 Unknown 7 7 0 0 109 33.22 0 0 https://historicbridges.org/ohio/bigsandyrr2/little_bigsandyrr2_8815_small.jpg https://historicbridges.org/ohio/bigsandyrr2/little_bigsandyrr2_8815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/bigsandyrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.714219,-81.128348
8174 Old IL-3 Miller Creek Bridge This is the smaller of two truss bridges on this old state highway alignment. The technical description of the main or most noteworthy span of the bridge is a 81.7 ft (24.9 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. 37.240272 -89.443695 Old IL-3 Miller Creek Rural Alexander County, Illinois Illinois United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 Concrete T-Beam Fixed 0 2 1933 0 Unknown Illinois Division of Highways 4 5 81.7 24.9 148 45.11 21 6.4 https://historicbridges.org/illinois/oldil3pony/little_oldil-3pony_0749_small.jpg https://historicbridges.org/illinois/oldil3pony/little_oldil-3pony_0749.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldil3pony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.240272,-89.443695
8175 Stone Quarry Bridge This abandoned bridge is an impressive example of a King Bridge Company Whipple truss. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 39.521013 -88.110164 CR-1000 (TR-135D) Embarras River Rural Coles County, Illinois Illinois United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 12 1 Metal Pratt Rivet-Connected Bedstead Truss Fixed 2 0 1883 2009 King Bridge Company of Cleveland, Ohio 8 9 180 54.86 240 73.15 14.8 4.51 https://historicbridges.org/illinois/stonequarry/little_stonequarry_2761_small.jpg https://historicbridges.org/illinois/stonequarry/little_stonequarry_2761.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stonequarry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.521013,-88.110164
8176 Ripson Bridge This is the only known surviving highway truss bridge in the county. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is reportedly now privately owned. 38.960259 -89.556675 Ripson Bridge Road (Abandoned Alignment) Shoal Creek Rural Bond County, Illinois Illinois United States This bridge is reportedly now privately owned. Metal Pratt Pin-Connected Through Truss Fixed 5 1 Metal Stringer (Multi-Beam) Fixed 0 0 1895 0 Unknown 7 9 98 29.87 207 63.09 12.5 3.81 https://historicbridges.org/illinois/ripsonbridge/little_ripsonbridge_4162_small.jpg https://historicbridges.org/illinois/ripsonbridge/little_ripsonbridge_4162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ripsonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.960259,-89.556675
8177 Airtight Bridge This is an unaltered traditional Pratt through truss bridge in a tranquil rural setting. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Decatur Bridge Company of Decatur, Illinois. The bridge was primarily designed by C. L. James. 39.555040 -88.089480 Airtight Road (TR-275) Embarras River Rural Coles County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 Metal Stringer (Multi-Beam) Fixed 0 2 1914 2010 Decatur Bridge Company of Decatur, Illinois C. L. James 7 7 140 42.67 190 57.91 15.4 4.69 https://historicbridges.org/illinois/embarrasriverbridge/little_embarrasriverbridge_3076_small.jpg https://historicbridges.org/illinois/embarrasriverbridge/little_embarrasriverbridge_3076.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/embarrasriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.555040,-88.089480
8178 Fancher Bridge Relocated and preserved at a rest stop, this is an unusual and unique design of pony truss bridge using pipes for truss members. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal Pratt pony truss, fixed. The bridge was primarily built by Hiram B. and Everett Trout of Shelbyville, Illinois. 39.422892 -87.660327 Pedestrian Walkway Ground (Exhibit) Rural Clark County, Illinois Illinois United States Metal Pratt Pony Truss Fixed 5 1 0 0 1895 0 Hiram B. and Everett Trout of Shelbyville, Illinois 9 9 60 18.29 60 18.29 8 2.44 https://historicbridges.org/illinois/fancher/little_zimg_20210703_073721_small.jpg https://historicbridges.org/illinois/fancher/little_zimg_20210703_073721.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/fancher/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.422892,-87.660327
8179 Blakeman Bridge This is a very early example of a concrete arch bridge, particularly in a rural area, and it has unique railing. The technical description of the main or most noteworthy span of the bridge is a 96.5 ft (29.41 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Mercantile Bridge Company of Paris, Illinois. 39.457210 -88.146990 Bypass Road (CR-1770 East, TR-193, Old IL-130) Embarras River Rural Coles County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1907 0 Mercantile Bridge Company of Paris, Illinois 7 7 96.5 29.41 259 78.94 18.4 5.61 https://historicbridges.org/illinois/blakeman/little_blakeman_2578_small.jpg https://historicbridges.org/illinois/blakeman/little_blakeman_2578.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/blakeman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.457210,-88.146990
8180 Indian Creek Bridge This is an extremely rare example of a Kingpost truss bridge, and also a very late example. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) metal rivet-connected Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 39.220393 -90.707836 Mississippi River Road Indian Creek Rural Calhoun County, Illinois Illinois United States Metal Kingpost Rivet-Connected Pony Truss Fixed 2 1 0 0 1930 0 Unknown 9 9 33 10.06 34 10.36 19.6 5.97 https://historicbridges.org/illinois/indiancreekbridge/little_zimg_20210703_145826_small.jpg https://historicbridges.org/illinois/indiancreekbridge/little_zimg_20210703_145826.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/indiancreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.220393,-90.707836
8181 Frontage Road Bridge This is a small, but extremely rare example of a bedstead truss bridge with unaltered legs. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Unknown. 39.019203 -88.834027 Frontage Road Brickyard Branch Rural Fayette County, Illinois Illinois United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 2 1 0 0 1899 0 Unknown 8 8 29 8.84 30 9.14 13.5 4.11 https://historicbridges.org/illinois/frontageroadbridge/little_zimg_20210703_103718_small.jpg https://historicbridges.org/illinois/frontageroadbridge/little_zimg_20210703_103718.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/frontageroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.019203,-88.834027
8182 Cairo Railroad Arch Bridge Cairo Flood Gate Tunnel This fairly early concrete arch bridge is an impressive gateway into Cairo and is next to a historic riveted floodgate that was built at a later date next to the bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 37.021370 -89.185690 Railroad (Canadian National) US-51 (Ohio River Scenic Byway) Cairo Alexander County, Illinois Illinois United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1903 0 Unknown 6 7 60 18.29 60 18.29 0 0 https://historicbridges.org/illinois/cairoarch/little_zimg_20210704_093738_small.jpg https://historicbridges.org/illinois/cairoarch/little_zimg_20210704_093738.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairoarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.021370,-89.185690
8183 Black Bridge Waterford Railway Bridge This high level through truss railway bridge has found new life as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.932508 -80.304611 Railroad (Lake Erie and Norfolk Rail Trail) Nanticoke Creek (Waterford Pond) Waterford Norfolk County, Ontario Ontario Canada Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 0 1916 2012 Unknown 7 7 145 44.2 545 166.12 0 0 https://historicbridges.org/ontario/waterfordblack/little_edblasinski-waterfordblackbridge3_small.jpg https://historicbridges.org/ontario/waterfordblack/little_edblasinski-waterfordblackbridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/waterfordblack/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.932508,-80.304611
8184 Piasa Creek Railroad Bridge This is an 1881 stone arch bridge that by 1918 was completely encased in concrete. The technical description of the main or most noteworthy span of the bridge is a 37 ft (11.28 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 39.019912 -90.246475 Railroad (Kansas City Southern) Piasa Creek Rural Jersey County, Illinois Illinois United States Stone Semicircular Deck Arch Fixed 0 5 0 0 1881 1918 Unknown 4 5 37 11.28 260 79.25 0 0 https://historicbridges.org/illinois/piasacreekbridge/little_zimg_20210703_155719_small.jpg https://historicbridges.org/illinois/piasacreekbridge/little_zimg_20210703_155719.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/piasacreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.019912,-90.246475
8186 Deep Cut Lake Road Bridge 2 Martin County Bridge 50 This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 102.4 ft (31.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.678584 -86.723886 Deep Cut Lake Road (CR-67) Beaver Creek Rural Martin County, Indiana Indiana United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1910 0 Unknown 7 7 102.4 31.21 106.3 32.4 15.4 4.69 https://historicbridges.org/indiana/deepcut2/little_deepcut2_5318_small.jpg https://historicbridges.org/indiana/deepcut2/little_deepcut2_5318.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.678584,-86.723886
8187 Deep Cut Lake Road Bridge 3 Martin County Bridge 49 This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 80.7 ft (24.6 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 38.676496 -86.719868 Deep Cut Lake Road (CR-67) Beaver Creek Rural Martin County, Indiana Indiana United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1905 1985 Unknown 6 6 80.7 24.6 82.4 25.12 15.7 4.79 https://historicbridges.org/indiana/deepcut3/little_deepcut3_5375_small.jpg https://historicbridges.org/indiana/deepcut3/little_deepcut3_5375.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.676496,-86.719868
8188 Deep Cut Lake Road Bridge 5 Martin County Bridge 46 This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 38.681867 -86.715656 Deep Cut Lake Road (CR-67) Beaver Creek Rural Martin County, Indiana Indiana United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1900 0 Unknown 6 6 79 24.08 82.4 25.12 15.7 4.79 https://historicbridges.org/indiana/deepcut5/little_deepcut5_5672_small.jpg https://historicbridges.org/indiana/deepcut5/little_deepcut5_5672.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.681867,-86.715656
8189 Deep Cut Lake Road Bridge 4 Martin County Bridge 47 This is one of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 38.679298 -86.716912 Deep Cut Lake Road (CR-67) Beaver Creek Rural Martin County, Indiana Indiana United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1910 0 Unknown 6 6 80 24.38 82.4 25.12 15.7 4.79 https://historicbridges.org/indiana/deepcut4/little_deepcut4_5486_small.jpg https://historicbridges.org/indiana/deepcut4/little_deepcut4_5486.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.679298,-86.716912
8190 Deep Cut Lake Road Bridge 6 Martin County Bridge 44 This is the most unusual of a unique group of six historic truss bridges found along this road. The technical description of the main or most noteworthy span of the bridge is a 37.4 ft (11.4 m) metal rivet-connected Warren (No Verticals) bedstead pony truss, fixed. The bridge was primarily built by Unknown. 38.690261 -86.721012 Deep Cut Lake Road (CR-67) Beaver Creek Rural Martin County, Indiana Indiana United States Metal Warren (No Verticals) Rivet-Connected Bedstead Pony Truss Fixed 6 1 0 0 1910 1998 Unknown 7 8 37.4 11.4 40.4 12.31 12 3.66 https://historicbridges.org/indiana/deepcut6/little_deepcut6_5750_small.jpg https://historicbridges.org/indiana/deepcut6/little_deepcut6_5750.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/deepcut6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.690261,-86.721012
8191 Miedema Bridge West Gap Bridge One of the first examples of a heritage bridge in Ontario to be relocated and preserved for pedestrian use! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.932359 -80.306000 Pedestrian Walkway Nanticoke Creek (Waterford Pond) Waterford Norfolk County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1922 2012 Unknown 6 6 0 0 50 15.24 0 0 https://historicbridges.org/ontario/waterfordwestgap/little_edblasinski-waterfordwestgapbridge16_small.jpg https://historicbridges.org/ontario/waterfordwestgap/little_edblasinski-waterfordwestgapbridge5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/waterfordwestgap/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.932359,-80.306000
8192 Pont Rapides-des-Joachims (Swisha Bridge) This spectacular riveted truss bridge is the centerpiece of a beautiful, scenic setting. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 46.191467 -77.683891 Highway 635 (Swisha Road), Rue Principale Ottawa River (Rivière des Outaouais) Rapides-des-Joachims Renfrew County, Ontario and Outaouais, Québec Ontario and Québec Canada Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 18 3 0 0 0 0 Dominion Bridge Company of Montréal, Québec 8 9 225 68.58 430 131.06 0 0 https://historicbridges.org/ontario/pontrapides/little_20210718_122301_2_small.jpg https://historicbridges.org/ontario/pontrapides/little_20210718_122301_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/pontrapides/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.191467,-77.683891
8193 Pont Ferroviaire de la Rivière Coulonge (Coulonge River Railway Bridge) This is an outstanding example of an 1880s railway bridge built by the Dominion Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. 45.867694 -76.758194 Railroad (Cycloparc PPJ Rail Tail) Rivière Coulonge Mansfield-et-Pontefract Outaouais, Québec Québec Canada Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 1887 0 Dominion Bridge Company of Montréal, Québec 8 8 100 30.48 355 108.2 0 0 https://historicbridges.org/quebec/pontiacpacificjunctionrailwaycoulongeriver/little_20210718_153003_small.jpg https://historicbridges.org/quebec/pontiacpacificjunctionrailwaycoulongeriver/little_20210718_153003.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/pontiacpacificjunctionrailwaycoulongeriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.867694,-76.758194
8194 Muskoka River Railway Bridge This is one of two heritage railway deck truss bridges found in this vicinity. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.028472 -79.305389 Railroad (Canadian National) South Branch Muskoka River Bracebridge Muskoka District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/cnsouthbranchmuskokariverrail/little_20210717_083524_small.jpg https://historicbridges.org/ontario/cnsouthbranchmuskokariverrail/little_20210717_083524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cnsouthbranchmuskokariverrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.028472,-79.305389
8195 Magnetawan River Railway Bridge This classic riveted pony truss railway bridge is hidden away in a wooded area. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.564405 -79.337683 Railroad (Canadian National) Magnetawan River Armour Parry Sound District, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1939 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/canadiannationalrailwaymagnetawanriver/little_20210717_132606_small.jpg https://historicbridges.org/ontario/canadiannationalrailwaymagnetawanriver/little_20210717_132606.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/canadiannationalrailwaymagnetawanriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.564405,-79.337683
8196 Kinmount Bridge This rivet-connected Parker pony truss bridge stands out as rare in a province since the polygonal Warren truss design was far more common. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Unknown. 44.781861 -78.651611 Kawartha Lakes Road 121 Burnt River Kinmount Kawartha Lakes City, Ontario Ontario Canada Metal Parker Rivet-Connected Pony Truss Fixed 9 1 0 0 1957 1994 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/kinmount/little_20210620_152501_small.jpg https://historicbridges.org/ontario/kinmount/little_20210620_152501.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kinmount/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.781861,-78.651611
8197 Howland Junction Bridge This deck truss bridge also features a timber approach system. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 44.814417 -78.648972 Railroad (Haliburton County Rail-Trail) Kendrick Creek Minden Hills (Howland) Haliburton County, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 12 1 Wood Stringer (Multi-Beam) Fixed 0 0 1939 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/howlandjunction/little_20210620_173852_small.jpg https://historicbridges.org/ontario/howlandjunction/little_20210620_173852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/howlandjunction/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.814417,-78.648972
8198 Irondale River Bridge This is a fairly large and potentially very old example of a concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a concrete t-beam, fixed. The bridge was primarily built by Unknown. 44.825417 -78.564417 Highway 503 (Abandoned Alignment) Irondale River Minden Hills Haliburton County, Ontario Ontario Canada Concrete T-Beam Fixed 0 2 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ontario/highway503baconroadoldalignment/little_20210620_161335_small.jpg https://historicbridges.org/ontario/highway503baconroadoldalignment/little_20210620_161335.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway503baconroadoldalignment/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.825417,-78.564417
8199 Byng Inlet Railway Bridge This is a long, low level deck truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 45.771838 -80.515356 Railroad (Canadian Pacific) Byng Inlet (Magnetawan River) Rural Parry Sound District, Ontario Ontario Canada Metal Warren Rivet-Connected Deck Truss Fixed 10 5 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 120 36.58 880 268.22 0 0 https://historicbridges.org/ontario/cprailwaybynginletbridge/main_small.jpg https://historicbridges.org/ontario/cprailwaybynginletbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/cprailwaybynginletbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.771838,-80.515356
8200 Henfryn Siding Huron East Railway Bridge This plate girder bridge has an unusual design and empty holes in the girders may suggest it was built from salvaged and reused girders. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 43.690583 -81.088222 Railroad (Huron East Rail-Trail) Middle Maitland River Rural Huron County, Ontario Ontario Canada Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/henfrynsidinghuroneastrailtrail/little_20210130_155615_small.jpg https://historicbridges.org/ontario/henfrynsidinghuroneastrailtrail/little_20210130_155615.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/henfrynsidinghuroneastrailtrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.690583,-81.088222
8201 Old Farm Lane Bridge This bridge is an example of a genuine military design Bailey truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal double-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 45.806861 -80.537917 Old Farm Lane Still River Rural Parry Sound District, Ontario Ontario Canada This bridge is on a private drive. Metal Bailey Double-Truss, Single-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/oldstillriverroadfarmlanebaileybridge/little_20210209_171159_small.jpg https://historicbridges.org/ontario/oldstillriverroadfarmlanebaileybridge/little_20210209_171159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/oldstillriverroadfarmlanebaileybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.806861,-80.537917
8202 Grey Highlands Private Farm Lane Bailey Bridge This bridge is an example of a genuine military design Bailey truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal single-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 44.217139 -80.516222 Private Drive Upper Saugeen River Tributary Grey Highlands Grey County, Ontario Ontario Canada This bridge is on a private drive. Metal Bailey Single-Truss, Single-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 6 0 0 0 0 0 0 https://historicbridges.org/ontario/greyhighlandsprivatefarmlanebaileybridge/little_20210605_171240_small.jpg https://historicbridges.org/ontario/greyhighlandsprivatefarmlanebaileybridge/little_20210605_171240.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/greyhighlandsprivatefarmlanebaileybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.217139,-80.516222
8203 Big Creek Railway Bridge This 1880s stone arch bridge is all but hidden by massive concrete box culverts that were added to widen the bridge. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by John Esson. The bridge was primarily designed by J. D. Hawks. 42.906278 -80.476389 Railroad (Michigan Central Railway, Canada Southern Branch) Big Creek Rural Norfolk County, Ontario Ontario Canada Stone Deck Arch Fixed 0 1 0 0 1885 1923 John Esson J. D. Hawks 5 5 0 0 0 0 0 0 https://historicbridges.org/ontario/southernbranchbigcreekrailarch/little_20210524_112541_small.jpg https://historicbridges.org/ontario/southernbranchbigcreekrailarch/little_20210524_112541.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/southernbranchbigcreekrailarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.906278,-80.476389
8204 Heathcote Bridge This concrete rigid-frame bridge is unaltered and noted for its span lengths. The technical description of the main or most noteworthy span of the bridge is a concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 44.498263 -80.493294 CR-13 (Beaver Valley Road) Beaver River Grey Highlands (Heathcote) Grey County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 2 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/heathcotebridge/little_20210605_191034_small.jpg https://historicbridges.org/ontario/heathcotebridge/little_20210605_191034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/heathcotebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.498263,-80.493294
8205 Kipling Avenue Railway Overpass This railway overpass is noted for its attractive detailing. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 43.604812 -79.519691 Railroad (Go (Lakeshore West Line), Via Rail, and Canadian National, Etobicoke Yard Spur) Kipling Avenue Toronto Toronto City, Ontario Ontario Canada Concrete Slab Fixed 0 2 Slab Fixed 0 0 1950 0 Unknown 3 3 0 0 74 22.56 185 56.39 https://historicbridges.org/ontario/kiplingavenuerailoverpass/little_20210507_202626_small.jpg https://historicbridges.org/ontario/kiplingavenuerailoverpass/little_20210507_202626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kiplingavenuerailoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.604812,-79.519691
8206 Amable du Rond River Railway Bridge This high level deck plate girder bridge is in a very remote location. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 46.105361 -78.926000 Railroad (Abandoned Canadian National) Amable du Rond River Rural Nipissing District, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/ontario/canadiannorthernrailwayamable/little_20210717_172550_small.jpg https://historicbridges.org/ontario/canadiannorthernrailwayamable/little_20210717_172550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/canadiannorthernrailwayamable/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.105361,-78.926000
8207 Highway 592 Little East River Bridge 1 This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.455862 -79.248808 Highway 592 Little East River Perry (Novar) Parry Sound District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/highway592littleeastriver1/little_20210717_105959_small.jpg https://historicbridges.org/ontario/highway592littleeastriver1/little_20210717_105959.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.455862,-79.248808
8208 Highway 592 Little East River Bridge 2 This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.460077 -79.249740 Highway 592 Little East River Perry (Novar) Parry Sound District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/highway592littleeastriver2/little_20210717_110544_small.jpg https://historicbridges.org/ontario/highway592littleeastriver2/little_20210717_110544.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.460077,-79.249740
8209 Highway 592 Little East River Bridge 3 This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.463427 -79.250127 Highway 592 Little East River Perry (Novar) Parry Sound District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/highway592littleeastriver3/little_20210717_111348_small.jpg https://historicbridges.org/ontario/highway592littleeastriver3/little_20210717_111348.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.463427,-79.250127
8210 Highway 592 Little East River Bridge 4 This bridge is one of several examples of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.484500 -79.251694 Highway 592 Little East River Perry (Novar) Parry Sound District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/highway592littleeastriver4/little_20210717_112304_small.jpg https://historicbridges.org/ontario/highway592littleeastriver4/little_20210717_112304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway592littleeastriver4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.484500,-79.251694
8211 Main Street Bridge This bridge is an example of a 1910s-1920s small scale concrete slab bridge in Ontario on this road. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 45.552778 -79.224944 Main Street Perry Lake Tributary Kearney Parry Sound District, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/kearneymainstreetcreek/little_20210717_122814_small.jpg https://historicbridges.org/ontario/kearneymainstreetcreek/little_20210717_122814.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/kearneymainstreetcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.552778,-79.224944
8212 PA-120 Bridge This bridge is an increasingly rare example of a state standard pony truss that has been rehabilitated rather than demolished. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by Welch Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. 41.508283 -78.221537 PA-120 (Allegany Avenue) Sinnemahoning Portage Creek Emporium Cameron County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 7 1 0 0 1933 2011 Welch Construction Company Pennsylvania State Highway Department 5 5 112 34.14 116 35.36 32.2 9.81 https://historicbridges.org/pennsylvania/allegany/little_allegany_5989_small.jpg https://historicbridges.org/pennsylvania/allegany/little_allegany_5989.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/allegany/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.508283,-78.221537
8213 PA-120 Bridge This bridge is a rare surviving example of an earlier state standard through truss bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 136 ft (41.45 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Central Pennsylvania Construction Company. The bridge was primarily designed by Pennsylvania State Highway Department. 41.510538 -78.247096 PA-120 (4th Street) Driftwood Branch Sinnemahoning Creek Emporium Cameron County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 0 0 1930 2011 Central Pennsylvania Construction Company Pennsylvania State Highway Department 5 5 136 41.45 138 42.06 26.6 8.11 https://historicbridges.org/pennsylvania/driftwoodbranch/little_driftwoodbranch_5905_small.jpg https://historicbridges.org/pennsylvania/driftwoodbranch/little_driftwoodbranch_5905.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/driftwoodbranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.510538,-78.247096
8214 Emporium Railroad Bridge This excellent representative example of a railroad plate girder has been preserved as part of a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.509582 -78.245247 Railroad (West Creek Recreational Rail-Trail) Driftwood Branch Sinnemahoning Creek Emporium Cameron County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 3 3 95 28.96 290 88.39 0 0 https://historicbridges.org/pennsylvania/emporiumrr/little_emporiumrr_5890_1_2vib_small.jpg https://historicbridges.org/pennsylvania/emporiumrr/little_emporiumrr_5890_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/emporiumrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.509582,-78.245247
8215 Stoney Brook Road Bridge This classic Wrought Iron Bridge Company pony truss serves a private driveway. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 41.527736 -78.215175 Stoney Brook Road (Private Driveway) Sinnemahoning Portage Creek Rural Cameron County, Pennsylvania Pennsylvania United States This bridge is on private property. The bridge is visible from the nearby public road. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 6 8 75 22.86 75 22.86 0 0 https://historicbridges.org/pennsylvania/pa155private1/little_pa155private1_6214_5_6vib_small.jpg https://historicbridges.org/pennsylvania/pa155private1/little_pa155private1_6214_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa155private1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.527736,-78.215175
8216 Sinnemahoning Portage Creek Private Bridge This is a rare rivet-connected bowstring pony truss bridge, serving a driveway. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 41.556278 -78.205089 Private Drive Sinnemahoning Portage Creek Rural Cameron County, Pennsylvania Pennsylvania United States This bridge is on private property. The bridge is visible from the nearby public road. Metal Bowstring Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 7 7 60 18.29 73 22.25 0 0 https://historicbridges.org/pennsylvania/pa155private2/little_pa155private2_6148_small.jpg https://historicbridges.org/pennsylvania/pa155private2/little_pa155private2_6148.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa155private2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.556278,-78.205089
8217 Kinzua Bridge Kinzua Viaduct Although the center-section of this otherwise preserved monumental high level railroad bridge was destroyed in a 2003 tornado, the bridge remains a major regional attraction. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal deck girder, fixed. The bridge was primarily built by Elmira Bridge Company of Elmira, New York. 41.761591 -78.588812 Railroad (Rail-Trail, Former Erie Railroad) Kinzua Creek Rural McKean County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 21 0 0 1900 2011 Elmira Bridge Company of Elmira, New York 9 9 60 18.29 2053.1 625.78 0 0 https://historicbridges.org/pennsylvania/kinzua/little_kinzua_5092_3_4vib_small.jpg https://historicbridges.org/pennsylvania/kinzua/little_kinzua_5092_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kinzua/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.761591,-78.588812
8218 Hosey Dam Maumee River Dam Bridge This is one of two dams in Fort Wayne noted for their integral historic bridges used to provide maintenance access to the dam. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by L. E. Smith Construction Company. The bridge was primarily designed by Asa Waters Grosvenor of Fort Wayne, Indiana and Charles Brossman. 41.082513 -85.115719 Dam Access Maumee River Fort Wayne Allen County, Indiana Indiana United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 0 1925 0 L. E. Smith Construction Company Asa Waters Grosvenor of Fort Wayne, Indiana and Charles Brossman 6 6 99 30.18 241 73.46 0 0 https://historicbridges.org/indiana/maumeedam/little_maumeedam_0379_small.jpg https://historicbridges.org/indiana/maumeedam/little_maumeedam_0379.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/maumeedam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.082513,-85.115719
8219 St. Joe Dam Bridge This is one of two dams in Fort Wayne noted for their integral historic bridges used to provide maintenance access to the dam. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) concrete curved t-beam, fixed. The bridge was primarily built by Charles R. Wermuth and Son of Fort Wayne, Indiana. The bridge was primarily designed by Hoad, Decker, and Drewry of Ann Arbor, Michigan. 41.112543 -85.116567 Dam Access St. Joseph River Fort Wayne Allen County, Indiana Indiana United States Concrete Curved T-Beam Fixed 0 6 0 0 1932 0 Charles R. Wermuth and Son of Fort Wayne, Indiana Hoad, Decker, and Drewry of Ann Arbor, Michigan 6 6 52 15.85 215 65.53 0 0 https://historicbridges.org/indiana/stjoedam/little_stjoedam_0175_small.jpg https://historicbridges.org/indiana/stjoedam/little_stjoedam_0175.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/stjoedam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.112543,-85.116567
8220 CR-500 West Bridge Wells County Bridge 112 Although it lacks paint, this is otherwise an unaltered Warren pony truss in decent condition. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.914974 -85.319179 CR-500 West Eightmile Creek Rural Wells County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1920 0 Unknown 5 5 72 21.95 76.4 23.29 17.4 5.3 https://historicbridges.org/indiana/wells112/little_wells112_0898_899_900vib_small.jpg https://historicbridges.org/indiana/wells112/little_wells112_0898_899_900vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wells112/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.914974,-85.319179
8221 South County Line Road Bridge Allen County Bridge 236 Hidden on a dead-end road cut off by I-69 and today only serving a single house, this bridge has been preserved. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.917074 -85.321806 South County Line Road Rebecca Knight Drain Rural Allen County, Indiana and Wells County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1927 1999 Unknown 5 5 78 23.77 86 26.21 17.7 5.39 https://historicbridges.org/indiana/rebeccaknightdrainbridge/little_zimg_20210702_152701_small.jpg https://historicbridges.org/indiana/rebeccaknightdrainbridge/little_zimg_20210702_152701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/rebeccaknightdrainbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.917074,-85.321806
8222 Westview Drive Sidewalk Bridge Canary Ditch Bridge This state standard pony truss was relocated and preserved for pedestrian use on a sidewalk. The technical description of the main or most noteworthy span of the bridge is a 70.3 ft (21.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 39.494148 -86.068368 Westview Drive Sidewalk Canary Ditch Franklin Johnson County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1928 2010 Unknown Indiana State Highway Commission 5 5 70.3 21.43 72 21.95 18.8 5.73 https://historicbridges.org/indiana/canaryditchbridge/little_zimg_20210705_171206_small.jpg https://historicbridges.org/indiana/canaryditchbridge/little_zimg_20210705_171206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/canaryditchbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.494148,-86.068368
8223 Friends Creek Road Bridge Martin County Bridge 67 This is a rare example of a bedstead truss and also a rare example of a bridge by Brackett Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Brackett Bridge Company of Cincinnati, Ohio. 38.625470 -86.900455 Friends Creek Road (CR-33) Friends Creek Rural Martin County, Indiana Indiana United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 3 1 0 0 1897 1992 Brackett Bridge Company of Cincinnati, Ohio 8 8 40 12.19 45.3 13.81 12 3.66 https://historicbridges.org/indiana/martin67/little_zimg_20210705_115434_small.jpg https://historicbridges.org/indiana/martin67/little_zimg_20210705_115434.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/martin67/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.625470,-86.900455
8224 ! Brickyard Road Bridge Despite being one of the most unique bridges in the area, this historic bridge is likely headed for the dumpster. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal rivet-connected Warren (No Verticals) deck truss, fixed. The bridge was primarily built by Unknown. 38.685096 -86.883716 Brickyard Road (Queen Street) Boggs Creek Rural Martin County, Indiana Indiana United States Metal Warren (No Verticals) Rivet-Connected Deck Truss Fixed 6 1 Stone Segmental Deck Arch Fixed 0 2 1913 2018 Unknown 8 8 86 26.21 150.3 45.81 11.8 3.6 https://historicbridges.org/indiana/martin58/little_martin58_5156_small.jpg https://historicbridges.org/indiana/martin58/little_martin58_5156.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/martin58/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.685096,-86.883716
8225 Hart Road Bridge Martin County Bridge 59 This bridge with its two unequal spans is a rare example of a multi-span pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 38.680571 -86.878663 Hart Road (CR-450 West) Boggs Creek Rural Martin County, Indiana Indiana United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 1900 1993 Champion Bridge Company of Wilmington, Ohio 7 7 61.7 18.81 111 33.83 11.8 3.6 https://historicbridges.org/indiana/hartroad/little_hartroad_4892_small.jpg https://historicbridges.org/indiana/hartroad/little_hartroad_4892.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/hartroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.680571,-86.878663
8227 Old US-51 Ramsey Creek Bridge This through truss bridge, bypassed and abandoned in 1954, is also noted for its approach spans with unusual brick railing. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 39.102122 -89.088678 US-51 (CR-875 East) (Abandoned Alignment) Ramsey Creek Rural Fayette County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 Concrete T-Beam Fixed 0 0 1924 0 Unknown 6 6 100 30.48 300 91.44 0 0 https://historicbridges.org/illinois/oldus51truss/little_zimg_20210703_110715_small.jpg https://historicbridges.org/illinois/oldus51truss/little_zimg_20210703_110715.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldus51truss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.102122,-89.088678
8228 Millersburg Road Bridge This is an attractive curved t-beam with ornamental railings. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 38.851252 -89.451193 Millersburg Road Railroad (CSX) Rural Bond County, Illinois Illinois United States Concrete Curved T-Beam Fixed 0 3 0 0 1943 0 Unknown 4 4 56 17.07 141 42.98 24 7.32 https://historicbridges.org/illinois/millersburgroadbridge/little_millersburgroadbridge_4033_4_5vib_small.jpg https://historicbridges.org/illinois/millersburgroadbridge/little_millersburgroadbridge_4033_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/millersburgroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.851252,-89.451193
8229 TR-53A Bridge Although it is abandoned and missing a deck, this bridge is otherwise unaltered and a locally notable example of its kind. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 39.600293 -88.329698 TR-53A Flat Branch Rural Coles County, Illinois Illinois United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1895 0 Unknown 5 7 59.4 18.11 60.4 18.41 13.5 4.11 https://historicbridges.org/illinois/humboldttruss/little_humboldttruss_3502_small.jpg https://historicbridges.org/illinois/humboldttruss/little_humboldttruss_3502.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/humboldttruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.600293,-88.329698
8230 2300th Road Bridge This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 51.2 ft (15.61 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 39.481684 -87.929887 2300th Road (TR-5) North Fork Embarrass River Rural Clark County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1909 0 Unknown 4 4 51.2 15.61 53.2 16.22 14 4.27 https://historicbridges.org/illinois/2300road/little_2300road_2407_8_9vib_small.jpg https://historicbridges.org/illinois/2300road/little_2300road_2407_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/2300road/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.481684,-87.929887
8231 ! Albers Lane Bridge This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 37.1 ft (11.31 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 38.923901 -90.056871 Albers Lane Rocky Branch Creek Rural Madison County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1928 0 Unknown 4 4 37.1 11.31 40 12.19 16 4.88 https://historicbridges.org/illinois/albers/little_albers_4417_small.jpg https://historicbridges.org/illinois/albers/little_albers_4417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/albers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.923901,-90.056871
8232 Hillsboro Road Bridge This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 38.972741 -89.740319 Hillsboro Road Silver Creek Tributary Rural Madison County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 4 4 40 12.19 43 13.11 17.7 5.39 https://historicbridges.org/illinois/hillsboro/little_hillsboro_4375_6_7vib_small.jpg https://historicbridges.org/illinois/hillsboro/little_hillsboro_4375_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hillsboro/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.972741,-89.740319
8233 Broadway Street Bridge Humboldt Bridge This uncommon multi-span concrete girder bridge is located on former US-45 alignment. The technical description of the main or most noteworthy span of the bridge is a 41 ft (12.5 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. 39.599788 -88.322072 Broadway Street Flat Branch Humboldt Coles County, Illinois Illinois United States Concrete Through Girder Fixed 0 2 0 0 1923 0 Unknown Illinois Division of Highways 5 6 41 12.5 86 26.21 22.3 6.8 https://historicbridges.org/illinois/humboldtgirder/little_humboldtgirder_3289_small.jpg https://historicbridges.org/illinois/humboldtgirder/little_humboldtgirder_3289.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/humboldtgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599788,-88.322072
8234 Old US-51 Hoffman Creek Bridge This bypassed and abandoned concrete girder bridge is complimented by historic concrete roadway approaching the bridge. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. 39.045804 -89.088332 US-51 (Abandoned Alignment) Hoffman Creek Rural Fayette County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1924 0 Unknown Illinois Division of Highways 5 6 51 15.54 54 16.46 21.3 6.49 https://historicbridges.org/illinois/oldus51girder/little_oldus51girder_3901_small.jpg https://historicbridges.org/illinois/oldus51girder/little_oldus51girder_3901.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldus51girder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.045804,-89.088332
8235 Ratts Bridge This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 43.3 ft (13.2 m) concrete through girder, fixed. The bridge was primarily built by Zimmerly Bridge Company. 39.488920 -87.932600 CR-150 North North Fork Embarrass River Rural Edgar County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1926 0 Zimmerly Bridge Company 4 4 43.3 13.2 43.3 13.2 15.4 4.69 https://historicbridges.org/illinois/ratts/little_ratts_2470_1_2vib_small.jpg https://historicbridges.org/illinois/ratts/little_ratts_2470_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/ratts/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.488920,-87.932600
8236 State Street Bridge Schuster Road Bridge This is an example of a standard plan concrete through girder in Illinois. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Illinois Division of Highways. 38.824189 -89.549129 State Street (Schuster Road) Shoal Creek Tributary Rural Bond County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1920 0 Unknown Illinois Division of Highways 4 4 30.8 9.39 35 10.67 19.4 5.91 https://historicbridges.org/illinois/pocahontas/little_pocahontas_4108_small.jpg https://historicbridges.org/illinois/pocahontas/little_pocahontas_4108.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/pocahontas/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.824189,-89.549129
8237 Humboldt Railroad Bridge This stone arch has been altered and widened and as such is difficult to see these days. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 39.599743 -88.321626 Railroad (Canadian National) Flat Branch Humboldt Coles County, Illinois Illinois United States Stone Deck Arch Fixed 0 2 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/illinois/humboldtarch/little_humboldtgirder_3334_5_6vib_small.jpg https://historicbridges.org/illinois/humboldtarch/little_humboldtgirder_3334_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/humboldtarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599743,-88.321626
8238 US-45 Flat Branch Bridge This is a representative example of a curved t-beam bridge in Illinois. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by Unknown. 39.599586 -88.324381 US-45 Flat Branch Humboldt Coles County, Illinois Illinois United States Concrete Curved T-Beam Fixed 0 Continuous 3 0 0 1954 0 Unknown 2 2 45.6 13.9 120 36.58 30 9.14 https://historicbridges.org/illinois/us45humboldt/little_us45humboldt_3385_small.jpg https://historicbridges.org/illinois/us45humboldt/little_us45humboldt_3385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/us45humboldt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.599586,-88.324381
8239 Joe Page Bridge Hardin Bridge This is a rapidly increasing example of a historic bridge over the Illinois River, and is noted for its lift span as well as its seven fixed through truss spans. The technical description of the main or most noteworthy span of the bridge is a 311 ft (94.79 m) metal rivet-connected Parker through truss, movable: vertical lift. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois. The bridge was primarily designed by Illinois Division of Highways. 39.160203 -90.614768 IL-100 and IL-16 Illinois River Hardin Calhoun County, Illinois and Greene County, Illinois Illinois United States Metal Parker Rivet-Connected Through Truss Movable: Vertical Lift 15 1 Metal Parker Rivet-Connected Through Truss Fixed 10 15 1931 2004 Illinois Steel Bridge Company of Jacksonville, Illinois Illinois Division of Highways 8 8 311 94.79 2150 655.32 22 6.71 https://historicbridges.org/illinois/joepagehardin/little_zimg_20210703_152031_small.jpg https://historicbridges.org/illinois/joepagehardin/little_zimg_20210703_152031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/joepagehardin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.160203,-90.614768
8240 6th Street Bridge This is one of three tiny stone arch bridges over this creek in this city, all examples of a bridge type that is rare in Illinois. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander Briggs of Charleston, Illinois. 39.492626 -88.175243 6th Street Town Branch Cassell Creek Charleston Coles County, Illinois Illinois United States Stone Segmental Deck Arch Fixed 0 1 0 0 1895 0 Alexander Briggs of Charleston, Illinois 3 7 20 6.1 0 0 30 9.14 https://historicbridges.org/illinois/charleston6th/little_charleston6th_2662_small.jpg https://historicbridges.org/illinois/charleston6th/little_charleston6th_2662.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/charleston6th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.492626,-88.175243
8241 7th Street Bridge This is one of three tiny stone arch bridges over this creek in this city, all examples of a bridge type that is rare in Illinois. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander Briggs of Charleston, Illinois. 39.492458 -88.174192 7th Street Town Branch Cassell Creek Charleston Coles County, Illinois Illinois United States Stone Segmental Deck Arch Fixed 0 1 0 0 1895 0 Alexander Briggs of Charleston, Illinois 3 7 19 5.79 0 0 30.8 9.39 https://historicbridges.org/illinois/charleston7th/little_charleston7th_2599_small.jpg https://historicbridges.org/illinois/charleston7th/little_charleston7th_2599.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/charleston7th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.492458,-88.174192
8242 10th Street Bridge This is one of three tiny stone arch bridges over this creek in this city, all examples of a bridge type that is rare in Illinois. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alexander Briggs of Charleston, Illinois. 39.493269 -88.171413 10th Street Town Branch Cassell Creek Charleston Coles County, Illinois Illinois United States Stone Segmental Deck Arch Fixed 0 1 0 0 1895 0 Alexander Briggs of Charleston, Illinois 3 7 20 6.1 0 0 24.8 7.56 https://historicbridges.org/illinois/charleston10th/little_charleston10th_2692_small.jpg https://historicbridges.org/illinois/charleston10th/little_charleston10th_2692.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/charleston10th/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.493269,-88.171413
8243 Genczo Overhead Road Bridge This appears to be a very old example of a concrete highway over railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 38.990070 -89.731397 Genczo Overhead Road (TR-288) Railroad (Union Pacific) Rural Madison County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 Concrete Slab Fixed 0 Continuous 4 1901 0 Unknown 5 5 30.8 9.39 99 30.18 16 4.88 https://historicbridges.org/illinois/madisoncountyrr/little_madisoncountyrr_4276_7_8vib_small.jpg https://historicbridges.org/illinois/madisoncountyrr/little_madisoncountyrr_4276_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/madisoncountyrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.990070,-89.731397
8244 Cairo US-51 Railroad Overpass This traditional railroad plate girder overpass is noted as a bridge built by American Bridge Company only a couple years after its formation. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 37.021773 -89.185736 Railroad (Canadian National) US-51 (Ohio River Scenic Byway) Cairo Alexander County, Illinois Illinois United States Metal Through Girder Fixed 0 1 0 0 1903 0 American Bridge Company of New York, New York 4 4 66 20.12 70 21.34 0 0 https://historicbridges.org/illinois/cairogirder/little_cairogirder_0281_small.jpg https://historicbridges.org/illinois/cairogirder/little_cairogirder_0281.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairogirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.021773,-89.185736
8245 Mistango River Railway Bridge This high level plate girder is hidden away in a pristine, remote area. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 48.955770 -80.467409 Railroad (Abandoned Canadian National) Mistango River Rural Cochrane District, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 Wood Stringer (Multi-Beam) Fixed 0 0 1913 0 Unknown 6 7 70 21.34 1214 370.03 0 0 https://historicbridges.org/ontario/mistangoriver/little_mathieumartel-resized_20210826_125817_909250718237146_small.jpg https://historicbridges.org/ontario/mistangoriver/little_mathieumartel-resized_20210826_125817_909250718237146.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/mistangoriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.955770,-80.467409
8246 Jacksonboro Railway Bridge This railway truss bridge is located a bit south of Smooth Rock Falls, and remains in good condition today. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 49.247256 -81.645575 Railroad (Canadian National) Mattagami River Jacksonboro Cochrane District, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 1910 0 Unknown 6 7 260 79.25 525 160.02 0 0 https://historicbridges.org/ontario/jacksonboro/little_mathieumartel-20210822_1301192_small.jpg https://historicbridges.org/ontario/jacksonboro/little_mathieumartel-20210822_1301192.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/jacksonboro/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.247256,-81.645575
8247 Sideroad 8 East Four Mile Creek Bridge This bridge appears to be a steel stringer bridge that reused lattice railing from another bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.894583 -80.593250 Sideroad 8 East Four Mile Creek Bridge Rural Wellington County, Ontario Ontario Canada Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/ontario/sideroad8eastfourmilecreek/little_20210626_154123_small.jpg https://historicbridges.org/ontario/sideroad8eastfourmilecreek/little_20210626_154123.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sideroad8eastfourmilecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.894583,-80.593250
8248 TC-17 Roney Creek Bridge This abandoned bridge is an example of a 1910s-1920s small scale concrete slab bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 46.182056 -77.734361 TC-17 Roney Creek Rural Renfrew County, Ontario Ontario Canada Concrete Slab Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/highway17oldalignmentroneycreek/little_20210718_113756_small.jpg https://historicbridges.org/ontario/highway17oldalignmentroneycreek/little_20210718_113756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/highway17oldalignmentroneycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.182056,-77.734361
8249 CR-838 Bridge This is a rare example of a lightweight form of Double-Warren truss bridge that was a lightweight, low-cost alternative to more traditional truss bridge designs. The technical description of the main or most noteworthy span of the bridge is a 32 ft (9.75 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 37.820987 -89.992152 CR-838 Saline Creek Tributary Rural Perry County, Missouri Missouri United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 1905 1986 Unknown 7 8 32 9.75 34 10.36 17.4 5.3 https://historicbridges.org/missouri/cr838/little_zimg_20210704_171436_small.jpg https://historicbridges.org/missouri/cr838/little_zimg_20210704_171436.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr838/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.820987,-89.992152
8250 Saline Creek Railroad Bridge This is a classic Pratt through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 37.901594 -89.977503 Railroad (BNSF) Saline Creek Rural Ste. Genevieve County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Metal Deck Girder Fixed 0 5 0 0 Unknown 6 6 125 38.1 272 82.91 0 0 https://historicbridges.org/missouri/salinecreekrr/little_salinecreekrr_2702_small.jpg https://historicbridges.org/missouri/salinecreekrr/little_salinecreekrr_2702.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/salinecreekrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.901594,-89.977503
8251 2nd Street Bridge This pony truss bridge was built by notable Missouri bridge builder. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Stupp Brothers Bridge and Iron Company of St. Louis, Missouri. 37.873856 -89.940896 2nd Street St. Laurent Creek St. Mary Ste. Genevieve County, Missouri Missouri United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1904 0 Stupp Brothers Bridge and Iron Company of St. Louis, Missouri 6 6 51.8 15.79 55 16.76 13.8 4.21 https://historicbridges.org/missouri/stmary/little_stmary_2867_small.jpg https://historicbridges.org/missouri/stmary/little_stmary_2867.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/stmary/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.873856,-89.940896
8252 Lithium Bridge Despite some crude repairs, this is an otherwise good representative example of a pin-connected pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 37.838889 -89.884722 CR-921 Falls Branch Rural Perry County, Missouri Missouri United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 0 Unknown 6 6 45 13.72 45 13.72 11.8 3.6 https://historicbridges.org/missouri/cr921/little_zimg_20210704_165431_small.jpg https://historicbridges.org/missouri/cr921/little_zimg_20210704_165431.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr921/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.838889,-89.884722
8253 George B. Stevenson Dam Bridge 2 This is one of two historic bridges that are an original part of this dam. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck arch, fixed. The bridge was primarily built by Nello L. Teer Company of Durham, North Carolina. The bridge was primarily designed by Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania. 41.408256 -78.020219 Dam Access First Fork Sinnemahoning Creek Rural Cameron County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Arch Fixed 0 1 0 0 1956 0 Nello L. Teer Company of Durham, North Carolina Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania 5 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/stevensondam2/little_stevensondam2_7192_small.jpg https://historicbridges.org/pennsylvania/stevensondam2/little_stevensondam2_7192.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stevensondam2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.408256,-78.020219
8254 George B. Stevenson Dam Bridge 1 This is one of two historic bridges that are an original part of this dam. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Nello L. Teer Company of Durham, North Carolina. The bridge was primarily designed by Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania. 41.406929 -78.020677 Dam Access First Fork Sinnemahoning Creek Rural Cameron County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 4 0 0 1956 0 Nello L. Teer Company of Durham, North Carolina Gannett Fleming Corddry and Carpenter of Harrisburg, Pennsylvania 3 6 65 19.81 268 81.69 0 0 https://historicbridges.org/pennsylvania/stevensondam1/little_z_20210522_175619_small.jpg https://historicbridges.org/pennsylvania/stevensondam1/little_z_20210522_175619.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stevensondam1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.406929,-78.020677
8255 Ridgway Railroad Bridge This is an outstanding representative example of a classic pin-connected railroad Parker truss. The technical description of the main or most noteworthy span of the bridge is a 185 ft (56.39 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). 41.434261 -78.735839 Railroad (Buffalo and Pittsburgh) Clarion River Ridgway Elk County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 7 1 0 0 1899 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) 7 9 185 56.39 189 57.61 0 0 https://historicbridges.org/pennsylvania/ridgwayrr/little_ridgwayrr_4405_small.jpg https://historicbridges.org/pennsylvania/ridgwayrr/little_ridgwayrr_4405.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ridgwayrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.434261,-78.735839
8256 Sacket Hollow Road Bridge This bridge is a classic Pratt pony truss with the unique pin caps used by the Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 41.686526 -78.391887 Sacket Hollow Road (TR-373) (Brewer Run Road) Potato Creek Rural McKean County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 2014 Groton Bridge Company of Groton, New York 6 7 68 20.73 70 21.34 13 3.96 https://historicbridges.org/pennsylvania/sakett/little_sakett_5455_small.jpg https://historicbridges.org/pennsylvania/sakett/little_sakett_5455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sakett/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.686526,-78.391887
8257 Flemington Bridge This state standard through truss bridge continues to carry traffic on a busy two lane highway. The technical description of the main or most noteworthy span of the bridge is a 203 ft (61.87 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.120729 -77.473148 PA-150 (Hogan Boulevard) Bald Eagle Creek Flemington Clinton County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1933 1982 Unknown Pennsylvania State Highway Department 5 5 203 61.87 205 62.48 24 7.32 https://historicbridges.org/pennsylvania/pa150baldeagle/little_pa150baldeagle_7633_small.jpg https://historicbridges.org/pennsylvania/pa150baldeagle/little_pa150baldeagle_7633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa150baldeagle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.120729,-77.473148
8258 Beech Creek Bridge Beech Creek Veterans Memorial Bridge This state standard through truss bridge continues to carry traffic on a busy two lane highway. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.074841 -77.592047 PA-150 (Eagle Valley Road, Main Street) Beech Creek Beech Creek Clinton County, Pennsylvania and Centre County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 7 1 0 0 1935 1994 Unknown Pennsylvania State Highway Department 5 5 144 43.89 149 45.42 33.5 10.21 https://historicbridges.org/pennsylvania/pa150beechcreek/little_z_20210522_203633_small.jpg https://historicbridges.org/pennsylvania/pa150beechcreek/little_z_20210522_203633.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa150beechcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.074841,-77.592047
8259 M-89 Gull Creek Bridge This trunkline stringer bridge features R4 railings and piers with keyhole designs on them that match the railing posts. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.372104 -85.402964 M-89 Gull Creek Yorkville Kalamazoo County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1949 0 Unknown Michigan State Highway Department 2 3 54.8 16.7 165 50.29 38 11.58 https://historicbridges.org/michigan/m89yorkville/little_jasonholloway-20210911_155555_small.jpg https://historicbridges.org/michigan/m89yorkville/little_jasonholloway-20210911_155555.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m89yorkville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.372104,-85.402964
8261 Fauquier Railway Bridge This is a traditional railroad Parker through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 250 ft (76.2 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 49.312918 -82.041770 Railroad (Canadian National) Groundhog River Fauquier Cochrane District, Ontario Ontario Canada Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 0 0 Unknown 6 7 250 76.2 505 153.92 0 0 https://historicbridges.org/ontario/fauquierrail/little_mathieumartel-20210909_151411_small.jpg https://historicbridges.org/ontario/fauquierrail/little_mathieumartel-20210909_151411.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fauquierrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.312918,-82.041770
8262 Abitibi River Railway Bridge This abandoned high level deck truss is hidden away in a remote and very scenic area. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 49.019898 -80.852746 Railroad (Abandoned Canadian National) Abitibi River Rural Cochrane District, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 2 Metal Deck Girder Fixed 0 0 0 0 Unknown 7 7 220 67.06 820 249.94 0 0 https://historicbridges.org/ontario/abitibidecktrussrail/little_mathieumartel-20210802_121242_small.jpg https://historicbridges.org/ontario/abitibidecktrussrail/little_mathieumartel-20210802_121242.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/abitibidecktrussrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.019898,-80.852746
8263 Irvine Street Footbridge This is an abandoned riveted pedestrian overpass truss bridge, with the approach at Irvine Street having been removed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.418831 -79.948448 Irvine Street Railroad (CSX) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 6 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/irvinest/little_rick-img_8646_small.jpg https://historicbridges.org/pennsylvania/irvinest/little_rick-img_8646.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/irvinest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.418831,-79.948448
8264 Melanchton Street Footbridge This is an unusual riveted pedestrian footbridge truss of considerable size. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.403684 -79.943666 Melanchton Street (Pedestrian Walkway) Railroad (CSX) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Pratt Rivet-Connected Through Truss Fixed 14 3 0 0 0 0 Unknown 7 7 140 42.67 362 110.34 0 0 https://historicbridges.org/pennsylvania/melanchton/little_rick-amelanchtonst2_small.jpg https://historicbridges.org/pennsylvania/melanchton/little_rick-amelanchtonst2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/melanchton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.403684,-79.943666
8265 Nickler Road Bridge This representative example of a small-scale t-beam bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.523554 -78.214224 Nickler Road (TR-330) Salt Run Shippen Township Cameron County, Pennsylvania Pennsylvania United States Concrete T-Beam Fixed 0 1 0 0 1929 0 Unknown Pennsylvania State Highway Department 1 2 28 8.53 30.8 9.39 23.3 7.1 https://historicbridges.org/pennsylvania/nickler/little_nickler_6346_7_8vib_small.jpg https://historicbridges.org/pennsylvania/nickler/little_nickler_6346_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nickler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.523554,-78.214224
8266 Weaver Road Bridge This is an excellent example of a highway plate girder bridge that stands out for its lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 93 ft (28.35 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.133824 -79.152787 Weaver Road (PA-3003) Redbank Creek Rural Jefferson County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 0 0 1938 0 Unknown Pennsylvania State Highway Department 4 6 93 28.35 192 58.52 23 7.01 https://historicbridges.org/pennsylvania/weaver/little_weaver_4045_small.jpg https://historicbridges.org/pennsylvania/weaver/little_weaver_4045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/weaver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.133824,-79.152787
8267 Parolori Road Bridge This is an unaltered example of a small scale concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 49 ft (14.94 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania. 41.276860 -78.700851 Parolori Road (TR-521) Little Toby Creek Rural Elk County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1916 0 Farris Engineering (Bridge) Company of Pittsburgh, Pennsylvania 4 4 49 14.94 49 14.94 15.4 4.69 https://historicbridges.org/pennsylvania/parolori/little_parolori_4321_small.jpg https://historicbridges.org/pennsylvania/parolori/little_parolori_4321.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/parolori/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.276860,-78.700851
8268 CR-212 Bridge This pony truss is located in an area that floods, although the bridge itself was above the floodwaters during a field visit. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 37.814429 -89.796308 CR-212 Bois Brule Creek Rural Perry County, Missouri Missouri United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 4 6 60 18.29 100 30.48 13.5 4.11 https://historicbridges.org/missouri/cr212/little_cr212_2381_small.jpg https://historicbridges.org/missouri/cr212/little_cr212_2381.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/cr212/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.814429,-89.796308
8269 Old Stable Bridge This bridge is noted for its ornate design, and arch-like appearance, and was designed as a landmark for the park setting it is located in. The technical description of the main or most noteworthy span of the bridge is a 46.3 ft (14.11 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 38.641391 -90.277894 Theatre Drive River des Peres Lagoon St. Louis St. Louis City, Missouri Missouri United States Concrete T-Beam Fixed 0 1 0 0 1922 0 Unknown 6 7 46.3 14.11 55.8 17.01 38.4 11.7 https://historicbridges.org/missouri/oldstablebridge/little_oldstablebridge_6137_small.jpg https://historicbridges.org/missouri/oldstablebridge/little_oldstablebridge_6137.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/oldstablebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.641391,-90.277894
8270 Driftwood Branch Sinnemahoning Creek Railroad Bridge PRR - Buffalo Line Bridge 126.20 This is one of several railroad truss bridges along this particular railroad line. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.451770 -78.176144 Railroad (Western New York and Pennsylvania Railroad) Driftwood Branch Sinnemahoning Creek Rural Cameron County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 0 0 Unknown 6 6 140 42.67 280 85.34 0 0 https://historicbridges.org/pennsylvania/sinnerr1/little_z_20210522_170740_small.jpg https://historicbridges.org/pennsylvania/sinnerr1/little_z_20210522_170740.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sinnerr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451770,-78.176144
8271 Driftwood Branch Sinnemahoning Creek Railroad Bridge This is one of several railroad truss bridges along this particular railroad line. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.363979 -78.143849 Railroad (Western New York and Pennsylvania Railroad) Driftwood Branch Sinnemahoning Creek Rural Cameron County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 0 0 Unknown 6 6 145 44.2 295 89.92 0 0 https://historicbridges.org/pennsylvania/sinnerr2/little_sinnerr2_6505_small.jpg https://historicbridges.org/pennsylvania/sinnerr2/little_sinnerr2_6505.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sinnerr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.363979,-78.143849
8272 Sinnemahoning Railroad Bridge This is one of several railroad truss bridges along this particular railroad line. The technical description of the main or most noteworthy span of the bridge is a 147 ft (44.81 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 41.318132 -78.089483 Railroad (Norfolk Southern) Sinnemahoning Creek and Railroad Street Sinnemahoning Cameron County, Pennsylvania Pennsylvania United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 3 0 0 0 0 Unknown 6 7 147 44.81 441 134.42 0 0 https://historicbridges.org/pennsylvania/sinnerr3/little_z_20210522_172907_small.jpg https://historicbridges.org/pennsylvania/sinnerr3/little_z_20210522_172907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sinnerr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.318132,-78.089483
8273 L Renovo Bridge These couple salvaged and exhibited panels are all that remains of a demolished historic truss footbridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 41.327632 -77.760530 Pedestrian Walkway Railroad (Pennsylvania Railroad) Renovo Clinton County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/renovo/little_renovo_7450_small.jpg https://historicbridges.org/pennsylvania/renovo/little_renovo_7450.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/renovo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.327632,-77.760530
8274 Johnsonburg Railroad Viaduct This small viaduct style bridge crosses a variety of features using a variety of span types. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.492166 -78.679443 Railroad (Buffalo and Pittsburgh Railroad) West Branch Clarion River, Center Street, and Railroad Johnsonburg Elk County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Through Girder Fixed 0 0 1912 0 Unknown 6 6 0 0 690 210.31 0 0 https://historicbridges.org/pennsylvania/johnsonburgrr/little_johnsonburgrr_4702_3_4vib_small.jpg https://historicbridges.org/pennsylvania/johnsonburgrr/little_johnsonburgrr_4702_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/johnsonburgrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.492166,-78.679443
8275 Poor Farm Bridge Orchard Trail Bridge This classic riveted pony truss has been left in place for pedestrian use with low-cost repairs enabling this. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.800760 -78.461436 Poor Farm Road Marvin Creek Near Smethport McKean County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1895 2014 Unknown 5 6 48 14.63 48 14.63 0 0 https://historicbridges.org/pennsylvania/poorfarm/little_poorfarm_5284_5_6vib_small.jpg https://historicbridges.org/pennsylvania/poorfarm/little_poorfarm_5284_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/poorfarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.800760,-78.461436
8276 Salem IN-56 Bridge This is a representative example of a state standard concrete arch bridge in Indiana. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 38.608017 -86.104248 IN-56 (Hackberry Street) Brock Creek Salem Washington County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1933 0 Unknown Indiana State Highway Commission 4 3 45 13.72 95 28.96 36 10.97 https://historicbridges.org/indiana/salem/little_salem_5855_6_7vib_small.jpg https://historicbridges.org/indiana/salem/little_salem_5855_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/salem/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.608017,-86.104248
8277 Columbus People Trail Bridge Fisher's Fork Brush Creek Bridge, Mill Race Park Bridge Relocated and preserved on a trail, this tiny pony truss has an unusual design in the context of Indiana. The technical description of the main or most noteworthy span of the bridge is a 39.4 ft (12.01 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Central States Bridge Company of Indianapolis, Indiana. 39.207831 -85.930635 Columbus People Trail Flatrock River Tributary Columbus Bartholomew County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 3 3 0 0 1908 0 Central States Bridge Company of Indianapolis, Indiana 5 6 39.4 12.01 39.4 12.01 16 4.88 https://historicbridges.org/indiana/fishersforkbridge/little_fishersforkbridge_6971_small.jpg https://historicbridges.org/indiana/fishersforkbridge/little_fishersforkbridge_6971.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/fishersforkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.207831,-85.930635
8278 Grand Tower Pipeline Bridge This unusual riveted pipeline suspension bridge is one of several similar such bridges in the country. The technical description of the main or most noteworthy span of the bridge is a 2161.5 ft (658.83 m) metal wire cable suspension, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Matthews and Kenan of San Antonio, Texas. 37.642106 -89.517462 Pipeline Mississippi River Grand Tower and Wittenberg Jackson County, Illinois and Perry County, Missouri Illinois and Missouri United States Metal Wire Cable Suspension Fixed 0 1 0 0 1955 0 American Bridge Company of New York, New York Matthews and Kenan of San Antonio, Texas 7 7 2161.5 658.83 3690 1124.71 0 0 https://historicbridges.org/illinois/grandtower/little_grandtower_1085_6_7vib_small.jpg https://historicbridges.org/illinois/grandtower/little_grandtower_1085_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/grandtower/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.642106,-89.517462
8279 Cairo Railroad Bridge This is a very long although relatively late example of a riveted through truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 523.5 ft (159.56 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Modjeski and Masters. 37.023025 -89.175321 Railroad (Canadian National) Mississippi River Cairo Alexander County, Illinois, and Ballard County, Kentucky Illinois and Kentucky United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 16 6 Metal Pratt Rivet-Connected Deck Truss Fixed 9 0 1952 0 American Bridge Company of New York, New York Modjeski and Masters 6 6 523.5 159.56 7874 2400 0 0 https://historicbridges.org/illinois/cairorr/little_cairorr_0122_3_4vib_small.jpg https://historicbridges.org/illinois/cairorr/little_cairorr_0119_20_21vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cairorr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.023025,-89.175321
8280 Belden Bridge Wabash County Bridge 41 Once an absolutely outstanding example of a rural Luten arch bridge, replacement of the railings with Armco made this bridge look like a modern bridge to drivers. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by National Concrete Company of Indianapolis, Indiana. The bridge was primarily designed by Daniel Luten. 40.842697 -85.647740 CR-100N Wabash River Rural Wabash County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 4 0 0 0 0 National Concrete Company of Indianapolis, Indiana Daniel Luten 5 5 96 29.26 415 126.49 22.3 6.8 https://historicbridges.org/indiana/beldenbridge/little_beldenbridge_1447_small.jpg https://historicbridges.org/indiana/beldenbridge/little_beldenbridge_1447.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/beldenbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.842697,-85.647740
8281 Historic National Road Clear Creek Bridge Vigo County Bridge 252 This overgrown bridge is an example of a state standard concrete arch bridge located on historical National Road alignment. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 39.445813 -87.497511 Old US-40 (Historic National Road) Clear Creek Rural Vigo County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1922 0 Unknown Indiana State Highway Commission 4 4 42 12.8 92.2 28.1 20.3 6.19 https://historicbridges.org/indiana/oldnational/little_oldnational_2218_19_20vib_small.jpg https://historicbridges.org/indiana/oldnational/little_oldnational_2218_19_20vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldnational/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.445813,-87.497511
8282 M-43 Brandywine Creek Bridge This standard stringer with R4 railings is noted for its steel bents, which are less common than concrete piers in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan (Possible Builder). The bridge was primarily designed by Michigan State Highway Department. 42.302803 -85.918038 M-43 Brandywine Creek Rural Van Buren County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1948 0 Carl Goodwin and Sons of Allegan, Michigan (Possible Builder) Michigan State Highway Department 2 2 30 9.14 86 26.21 38 11.58 https://historicbridges.org/michigan/m43brandywine/little_jasonholloway_20210705_143510_small.jpg https://historicbridges.org/michigan/m43brandywine/little_jasonholloway_20210705_143510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m43brandywine/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.302803,-85.918038
8283 40th Street Bridge This bridge is noted as a rare surviving example of a bridge with a jack arch deck. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.104008 -85.372225 40th Street Little Portage Creek Rural Kalamazoo County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1913 0 Unknown 1 3 26 7.92 28 8.53 14 4.27 https://historicbridges.org/michigan/littleportage/little_jasonholloway-20210520_172209_small.jpg https://historicbridges.org/michigan/littleportage/little_jasonholloway-20210520_172209.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/littleportage/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.104008,-85.372225
8284 Fieldcrest Drive Bridge This is an unaltered example of a pre-stressed concrete bridge with R4 railing. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.470773 -83.755406 Fieldcrest Drive Huron River Green Oak Township Livingston County, Michigan Michigan United States Pre-Stressed Concrete Box Beam Fixed 0 2 0 0 1961 0 Unknown Michigan State Highway Department 1 1 45.6 13.9 90.6 27.61 24 7.32 https://historicbridges.org/michigan/fieldcrestdrive/little_jasonholloway-20210603_134029_small.jpg https://historicbridges.org/michigan/fieldcrestdrive/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fieldcrestdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.470773,-83.755406
8285 Seitz Drive Bridge This is a late example of a simple concrete t-beam bridge. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Holloway Construction Company of Livonia and Wixom, Michigan and Jramn Associates. The bridge was primarily designed by Michigan State Highway Department. 42.299155 -83.961110 Seitz Drive Luick Creek Rural Washtenaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1961 0 Holloway Construction Company of Livonia and Wixom, Michigan and Jramn Associates Michigan State Highway Department 1 2 44 13.41 44 13.41 26 7.92 https://historicbridges.org/michigan/seitzdrive/little_jasonholloway-20210603_141515_small.jpg https://historicbridges.org/michigan/seitzdrive/little_jasonholloway-20210603_141515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/seitzdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.299155,-83.961110
8286 Landingville Railroad Bridge This is a low level multi-span stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.620493 -76.121091 Railroad (Reading Blue Mountain and Northern) Schuylkill River Landingville Schuylkill County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 4 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/landingvillerr/little_elainedeutsch_rrlandingville19_small.jpg https://historicbridges.org/pennsylvania/landingvillerr/little_elainedeutsch_rrlandingville19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/landingvillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.620493,-76.121091
8287 Canal Street Bridge Tunnel Road Bridge This is an unusual highway plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.621997 -76.119100 Canal Street (Tunnel Road, TR-837) Schuylkill River Landingville Schuylkill County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 0 0 1925 0 Unknown 4 4 69 21.03 142 43.28 18 5.49 https://historicbridges.org/pennsylvania/canalstreet/little_elainedeutsch_canalstreet5_small.jpg https://historicbridges.org/pennsylvania/canalstreet/little_elainedeutsch_canalstreet5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/canalstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.621997,-76.119100
8288 John Bartram Rail-Trail Bridge This through truss bridge offers an attractive landmark along this rail-trail. The technical description of the main or most noteworthy span of the bridge is a 192 ft (58.52 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.570616 -76.001955 Railroad (John Bartram Rail-Trail, Schuylkill River Rail-Trail) Railroad (Reading Blue Mountain and Northern) West Hamburg Berks County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Through Truss Fixed 12 1 Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 Unknown 7 7 192 58.52 225 68.58 0 0 https://historicbridges.org/pennsylvania/bartram/little_elainedeutsch_bartram_srtprrtruss10_small.jpg https://historicbridges.org/pennsylvania/bartram/little_elainedeutsch_bartram_srtprrtruss10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bartram/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.570616,-76.001955
8289 Willow Creek Railroad Bridge This is a small two span concrete arch bridge with extensive fill on top. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.426719 -75.934052 Railroad (Norfolk Southern) Willow Creek Ontelaunee Township Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/willowcreek/little_elainedeutsch_dsc_4616_small.jpg https://historicbridges.org/pennsylvania/willowcreek/little_elainedeutsch_dsc_4616.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/willowcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.426719,-75.934052
8290 Swamp Road Railroad Overpass This stone arch overpass has a handsome cut stone arch fascia ring, with the remaining stones of the arch being less cleanly cut. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 40.555804 -75.993395 Railroad (Norfolk Southern) Swamp Road Near Hamburg Berks County, Pennsylvania Pennsylvania United States Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/swamproad/little_elainedeutsch_rbmnswamproad4_small.jpg https://historicbridges.org/pennsylvania/swamproad/little_elainedeutsch_rbmnswamproad4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swamproad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.555804,-75.993395
8291 St. Marys Footbridge This is a lightweight riveted pedestrian footbridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 40.543064 -84.387961 Pedestrian Walkway St. Marys River St. Marys Auglaize County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 14 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ohio/stmarystruss/little_rick-img_4632_small.jpg https://historicbridges.org/ohio/stmarystruss/little_rick-img_4632.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/stmarystruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.543064,-84.387961
8292 Muddy Creek Bridge Although bypassed by a modern bridge, the owners of this private bridge have left this historic pony truss standing. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 40.516990 -84.281080 Private Drive Muddy Creek Rural Auglaize County, Ohio Ohio United States This bridge is on a private drive. Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 7 64 19.51 65 19.81 20 6.1 https://historicbridges.org/ohio/muddycreek/little_rick-img_4613_small.jpg https://historicbridges.org/ohio/muddycreek/little_rick-img_4613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/muddycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.516990,-84.281080
8293 Spencerville North Footbridge 3rd Street Bridge This is one of two simple footbridges pieced together from other parts, particularly the ornate lattice railings possibly of a former highway bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.707689 -84.354714 Pedestrian Walkway (3rd Street) Miami and Erie Canal Spencerville Allen County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/ohio/spencervillenorth/little_rick-img_4800_small.jpg https://historicbridges.org/ohio/spencervillenorth/little_rick-img_4800.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/spencervillenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.707689,-84.354714
8294 Spencerville South Footbridge This is one of two simple footbridges pieced together from other parts, particularly the ornate lattice railings possibly of a former highway bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.702138 -84.357605 Pedestrian Walkway Miami and Erie Canal Spencerville Allen County, Ohio Ohio United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/ohio/spencervillesouth/little_rick-img_4736_small.jpg https://historicbridges.org/ohio/spencervillesouth/little_rick-img_4736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/spencervillesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.702138,-84.357605
8295 Elmwood Cemetery Bridge 1 This is one of three tiny, but highly ornate, arch bridges located in this cemetery. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 42.345855 -83.017726 Cemetery Drive Bloody Run (Parent's Creek) Detroit Wayne County, Michigan Michigan United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/elmwood1/little_rick-img_8290_small.jpg https://historicbridges.org/michigan/elmwood1/little_rick-img_8290.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elmwood1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.345855,-83.017726
8296 Elmwood Cemetery Bridge 2 This is one of three tiny, but highly ornate, arch bridges located in this cemetery. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 42.348016 -83.019801 Cemetery Drive Bloody Run (Parent's Creek) Detroit Wayne County, Michigan Michigan United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/elmwood2/little_rick-img_8140_small.jpg https://historicbridges.org/michigan/elmwood2/little_rick-img_8140.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elmwood2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.348016,-83.019801
8297 Elmwood Cemetery Bridge 3 This is one of three tiny, but highly ornate, arch bridges located in this cemetery. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 42.349503 -83.021349 Cemetery Drive Bloody Run (Parent's Creek) Detroit Wayne County, Michigan Michigan United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/elmwood3/little_rick-img_8181_small.jpg https://historicbridges.org/michigan/elmwood3/little_rick-img_8181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/elmwood3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349503,-83.021349
8298 Port Perry Union Railroad Bridge Featuring a wide variety of span types including those found on its long approaches, this unique bridge is difficult to access without a boat. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Unknown. 40.388268 -79.851961 Union Railroad Monongahela River, Turtle Creek, and Various Railroads Duquesne, North Versailles, and North Braddock Allegheny County, Pennsylvania Pennsylvania United States Metal Pennsylvania Pin-Connected Through Truss Fixed 14 1 Metal Baltimore Pin-Connected Through Truss Fixed 10 0 1898 0 Unknown 8 8 400 121.92 2085 635.51 0 0 https://historicbridges.org/pennsylvania/portperryunionpennsylvania/little_zimg_20211002_130356b_small.jpg https://historicbridges.org/pennsylvania/portperryunionpennsylvania/little_zimg_20211002_130356b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portperryunionpennsylvania/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.388268,-79.851961
8299 Port Perry Norfolk Southern Railroad Bridge This is one of two impressive railroad truss bridges that are located in this area that is very difficult to access without a boat. The technical description of the main or most noteworthy span of the bridge is a 409.5 ft (124.82 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.387789 -79.850575 Railroad (Norfolk Southern) Monongahela River and Various Railroads Duquesne and North Versailles Allegheny County, Pennsylvania Pennsylvania United States Metal Parker Pin-Connected Through Truss Fixed 11 1 Metal Warren Rivet-Connected Deck Truss Fixed 10 12 1903 0 American Bridge Company of New York, New York 8 7 409.5 124.82 1731.44 527.74 0 0 https://historicbridges.org/pennsylvania/portperrynsparker/little_portperrynsparker_3655_small.jpg https://historicbridges.org/pennsylvania/portperrynsparker/little_portperrynsparker_3655.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/portperrynsparker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.387789,-79.850575
8300 Birmingham Bridge Brady Street Bridge This is one of two non-historic bridges crossing the big three rivers in downtown Pittsburgh and is only included here for continuity of people wishing to tour the famous downtown Pittsburgh bridges. The technical description of the main or most noteworthy span of the bridge is a 620 ft (188.98 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 40.433361 -79.973500 PA-2085 Monongahela River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Solid Ribbed Tied Through Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 11 1976 0 Unknown 0 0 620 188.98 1662.2 506.64 93.5 28.5 https://historicbridges.org/pennsylvania/birminghambridge/little_zimg_20211002_163208_small.jpg https://historicbridges.org/pennsylvania/birminghambridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/birminghambridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.433361,-79.973500
8301 Veterans Bridge The ugliest bridge over a river in downtown Pittsburgh, this bridge is only included here for continuity of people wishing to tour the famous downtown Pittsburgh bridges. The technical description of the main or most noteworthy span of the bridge is a 440 ft (134.11 m) metal continuous deck stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.449900 -79.993362 I-579 Allegheny River Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Deck Stringer (Multi-Beam) Fixed 0 Continuous 1 0 0 1986 2012 Unknown 0 0 440 134.11 1050 320.04 139 42.37 https://historicbridges.org/pennsylvania/veterans/main_small.jpg https://historicbridges.org/pennsylvania/veterans/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/veterans/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.449900,-79.993362
8302 Rocky River Railroad Bridge This classic railroad deck truss crosses the river in what is today a residential area. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 41.484866 -81.831744 Railroad (Norfolk Southern) Rocky River Rocky River Cuyahoga County, Ohio Ohio United States Metal Pratt Rivet-Connected Deck Truss Fixed 6 2 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 150 45.72 695 211.84 0 0 https://historicbridges.org/ohio/rockyriverrailroad/little_rockyriverrailroad_7544_small.jpg https://historicbridges.org/ohio/rockyriverrailroad/little_rockyriverrailroad_7544.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/rockyriverrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.484866,-81.831744
8303 Detroit Avenue Bridge (Approach Spans) Bridge Building Although the record-breaking main span of this arch bridge was demolished many years ago, the approach spans at the west end of the bridge were reused as building foundations. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Schillinger Brothers Company of Columbus, Ohio. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio and Alfred M. Felgate. 41.482898 -81.832262 Detroit Avenue (Abandoned Alignment Converted To Building Footprint) Rocky River Rocky River Cuyahoga County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Closed Spandrel Deck Arch Fixed 0 5 1910 0 Schillinger Brothers Company of Columbus, Ohio Wilbur J. Watson and Associates of Cleveland, Ohio and Alfred M. Felgate 6 6 280 85.34 708 215.8 0 0 https://historicbridges.org/ohio/detroitavenue/little_zimg_20211001_131253_small.jpg https://historicbridges.org/ohio/detroitavenue/little_zimg_20211001_131253.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/detroitavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482898,-81.832262
8305 Spring Street Bridge This bridge is the only surviving Marsh arch bridge in Wisconsin, and thankfully it appears to be in a state of preservation. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete marsh (standard) Rainbow through arch, fixed. The bridge was primarily built by Iowa Bridge Company of Des Moines, Iowa. 44.936294 -91.390567 Spring Street Duncan Creek Chippewa Falls Chippewa County, Wisconsin Wisconsin United States Concrete Rainbow Marsh (Standard) Through Arch Fixed 0 1 0 0 1916 0 Iowa Bridge Company of Des Moines, Iowa 7 10 90 27.43 93 28.35 18 5.49 https://historicbridges.org/wisconsin/chippewafallsspring/little_chippewafallsspring_9643_small.jpg https://historicbridges.org/wisconsin/chippewafallsspring/little_chippewafallsspring_9643.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/chippewafallsspring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.936294,-91.390567
8306 ! Central Street Bridge This attractive and fairly wide riveted truss bridge is noted for its railings with posts that hint at Art Deco design. The technical description of the main or most noteworthy span of the bridge is a 130.3 ft (39.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Clinton Bridge and Iron Works of Clinton, Iowa and A. F. Wagner of Milwaukee, Wisconsin. The bridge was primarily designed by Wisconsin State Highway Commission. 44.937088 -91.391200 Central Street Duncan Creek Chippewa Falls Chippewa County, Wisconsin Wisconsin United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1934 0 Clinton Bridge and Iron Works of Clinton, Iowa and A. F. Wagner of Milwaukee, Wisconsin Wisconsin State Highway Commission 6 7 130.3 39.72 134.8 41.09 30 9.14 https://historicbridges.org/wisconsin/chippewafallscentral/little_zimg_20211017_125052_small.jpg https://historicbridges.org/wisconsin/chippewafallscentral/little_zimg_20211017_125052.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/chippewafallscentral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.937088,-91.391200
8307 Tivoli Island Bridge This is one of the only surviving bowstring bridges in Wisconsin and given the age and rarity of the bridge type is one of the most significant highway bridges in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 55.7 ft (16.98 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 43.189240 -88.706494 Pedestrian Walkway Rock River (West Channel) Watertown Jefferson County, Wisconsin Wisconsin United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 6 2 0 0 1877 0 King Bridge Company of Cleveland, Ohio 9 10 55.7 16.98 105.5 32.16 16 4.88 https://historicbridges.org/wisconsin/tivoliisland/little_tivoliisland_5530_small.jpg https://historicbridges.org/wisconsin/tivoliisland/little_tivoliisland_5530.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tivoliisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.189240,-88.706494
8308 Manitowoc Rapids Bridge Mill Road Bridge, Green Bay Road Bridge This lightweight Pratt truss with laced endposts has been bypassed and left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 44.096237 -87.701728 Mill Road (Green Bay Road) Manitowoc River Manitowoc Manitowoc County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1887 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 8 9 150 45.72 151 46.02 16 4.88 https://historicbridges.org/wisconsin/manitowocrapids/little_manitowocrapids_3835_small.jpg https://historicbridges.org/wisconsin/manitowocrapids/little_manitowocrapids_3835.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/manitowocrapids/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.096237,-87.701728
8309 Fountain Island Bridge Lakeside Park Bridge The trusses of the only known Milwaukee Bridge and Iron bowstring were placed on display after the bridge was for unclear reasons replaced with a new pedestrian bridge. The technical description of the main or most noteworthy span of the bridge is a 67.3 ft (20.51 m) metal multiple-type-connected Bowstring pony truss, fixed. The bridge was primarily built by Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin. 43.795872 -88.433314 Pedestrian Walkway Exhibit Fond du Lac Fond du Lac County, Wisconsin Wisconsin United States Metal Bowstring Multiple-Type-Connected Pony Truss Fixed 0 1 0 0 1870 0 Milwaukee Bridge and Iron Works of Milwaukee, Wisconsin 9 9 67.3 20.51 67.3 20.51 10.9 3.32 https://historicbridges.org/wisconsin/fountainisland/little_fountainisland_4078_small.jpg https://historicbridges.org/wisconsin/fountainisland/little_fountainisland_4078.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/fountainisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.795872,-88.433314
8310 Lyndon Bridge In a state that preserves very few historic bridges, this rare bridge's community came together to support and preserve one of the largest pin-connected truss bridges in the state. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pennsylvania through truss, fixed. The bridge was primarily built by Keefer and Wyncoop. The bridge was primarily designed by R. S. Riser. 41.711478 -89.924716 6th Avenue (Lyndon Road) Rock River Lyndon Whiteside County, Illinois Illinois United States Metal Pennsylvania Pin-Connected Through Truss Fixed 10 3 Metal Pratt Rivet-Connected Through Truss Fixed 6 1 1894 1912 Keefer and Wyncoop R. S. Riser 8 10 200 60.96 700 213.36 18 5.49 https://historicbridges.org/illinois/lyndon/little_zimg_20211015_140958_small.jpg https://historicbridges.org/illinois/lyndon/little_zimg_20211015_140958.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/lyndon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.711478,-89.924716
8311 Upper Paris Bridge Iowa Bridge Number 223020 This is a spectacular and early example of a Wrought Iron Bridge Company Whipple truss bridge, a design they preferred for long spans. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.244537 -91.584691 Sutton Road Wapsipinicon River Paris Linn County, Iowa Iowa United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 Wood Stringer (Multi-Beam) Fixed 0 2 1879 1987 Wrought Iron Bridge Company of Canton, Ohio 9 9 158 48.16 208 63.4 14.8 4.51 https://historicbridges.org/iowa/upperparis/little_upperparis_3298_small.jpg https://historicbridges.org/iowa/upperparis/little_upperparis_3298.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/upperparis/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.244537,-91.584691
8312 Chain Lakes Bridge This stunning two span through truss bridge is today preserved for pedestrian use and is the iconic centerpiece of a park. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.050110 -91.775480 Pedestrian Walkway (Former Chain Bridge Road) Cedar River Palo Linn County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 1884 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 165 50.29 370 112.78 15 4.57 https://historicbridges.org/iowa/chainlakes/little_chainlakes_2578_small.jpg https://historicbridges.org/iowa/chainlakes/little_chainlakes_2578.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/chainlakes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.050110,-91.775480
8313 Matsell Bridge Iowa Bridge Number 222050 This is an unaltered example of an unusual continuous girder that Iowa sometimes built on its roads. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal continuous through girder, fixed. The bridge was primarily built by Amos Melberg Company of Cedar Rapids, Iowa and Illinois Steel Bridge Company of Jacksonville, Illinois. The bridge was primarily designed by Iowa State Highway Commission and E. W. Blumenschein. 42.130630 -91.383131 Matsell Park Road Wapsipinicon River Rural Linn County, Iowa Iowa United States Metal Through Girder Fixed 0 Continuous 3 0 0 1939 0 Amos Melberg Company of Cedar Rapids, Iowa and Illinois Steel Bridge Company of Jacksonville, Illinois Iowa State Highway Commission and E. W. Blumenschein 5 6 140 42.67 303 92.35 20 6.1 https://historicbridges.org/iowa/matsell/little_matsell_2698_small.jpg https://historicbridges.org/iowa/matsell/little_matsell_2758_59_60vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/matsell/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.130630,-91.383131
8314 Bridge Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.177611 -75.987350 Bridge Road (TR-967) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 78 23.77 88 26.82 20 6.1 https://historicbridges.org/pennsylvania/turnpike_6bridgeroad/little_pennsylvaniaturnpike_5658_small.jpg https://historicbridges.org/pennsylvania/turnpike_6bridgeroad/little_pennsylvaniaturnpike_5658.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_6bridgeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.177611,-75.987350
8315 Kline Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.242952 -76.151249 Kline Road (TR-748) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 82 24.99 92 28.04 22 6.71 https://historicbridges.org/pennsylvania/turnpike_14kline/little_pennsylvaniaturnpike_5838_small.jpg https://historicbridges.org/pennsylvania/turnpike_14kline/little_pennsylvaniaturnpike_5838.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_14kline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.242952,-76.151249
8316 Wollups Hill Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.244223 -76.160518 Wollups Hill Road (TR-670) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 83 25.3 94 28.65 22 6.71 https://historicbridges.org/pennsylvania/turnpike_15wollupshill/little_pennsylvaniaturnpike_5852_small.jpg https://historicbridges.org/pennsylvania/turnpike_15wollupshill/little_pennsylvaniaturnpike_5852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_15wollupshill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.244223,-76.160518
8317 Swamp Bridge Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.245197 -76.172461 Swamp Bridge Road (TR-824) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 82 24.99 93 28.35 22 6.71 https://historicbridges.org/pennsylvania/turnpike_16swampbridge/little_pennsylvaniaturnpike_5880_small.jpg https://historicbridges.org/pennsylvania/turnpike_16swampbridge/little_pennsylvaniaturnpike_5880.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_16swampbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245197,-76.172461
8318 North King Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.245459 -76.176617 North King Street (PA-1047) I-76 (Pennsylvania Turnpike) Schoeneck Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 81 24.69 91 27.74 28 8.53 https://historicbridges.org/pennsylvania/turnpike_17northking/little_pennsylvaniaturnpike_5895_small.jpg https://historicbridges.org/pennsylvania/turnpike_17northking/little_pennsylvaniaturnpike_5895.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_17northking/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245459,-76.176617
8319 Sandy Hill Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.245805 -76.199870 Sandy Hill Road (TR-652) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 85 25.91 96 29.26 22 6.71 https://historicbridges.org/pennsylvania/turnpike_18sandyhill/little_pennsylvaniaturnpike_5912_small.jpg https://historicbridges.org/pennsylvania/turnpike_18sandyhill/little_pennsylvaniaturnpike_5912.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_18sandyhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245805,-76.199870
8320 West Girl Scout Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.244925 -76.226702 West Girl Scout Road (TR-646) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 78 23.77 87 26.52 20 6.1 https://historicbridges.org/pennsylvania/turnpike_19westgirlscout/little_pennsylvaniaturnpike_5937_small.jpg https://historicbridges.org/pennsylvania/turnpike_19westgirlscout/little_pennsylvaniaturnpike_5937.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_19westgirlscout/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.244925,-76.226702
8321 Forest Hill Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.243829 -76.233580 Forest Hill Road (PA-1052) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 90 27.43 101 30.78 24 7.32 https://historicbridges.org/pennsylvania/turnpike_20foresthill/little_pennsylvaniaturnpike_5955_small.jpg https://historicbridges.org/pennsylvania/turnpike_20foresthill/little_pennsylvaniaturnpike_5955.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_20foresthill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.243829,-76.233580
8322 Kleinfeltersville Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.241180 -76.249482 Kleinfeltersville Road (PA-1035) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 84 25.6 95 28.96 28 8.53 https://historicbridges.org/pennsylvania/turnpike_21kleinfeltersville/little_pennsylvaniaturnpike_5976_small.jpg https://historicbridges.org/pennsylvania/turnpike_21kleinfeltersville/little_pennsylvaniaturnpike_5976.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_21kleinfeltersville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.241180,-76.249482
8323 Sun Valley Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.239983 -76.255056 Sun Valley Road (PA-1043) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 85 25.91 95 28.96 24 7.32 https://historicbridges.org/pennsylvania/turnpike_22sunvalley/little_pennsylvaniaturnpike_6006_small.jpg https://historicbridges.org/pennsylvania/turnpike_22sunvalley/little_pennsylvaniaturnpike_6006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_22sunvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.239983,-76.255056
8324 Seglock Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.237001 -76.275176 Seglock Road (TR-596) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 83 25.3 98 29.87 22 6.71 https://historicbridges.org/pennsylvania/turnpike_23seglock/little_pennsylvaniaturnpike_6024_small.jpg https://historicbridges.org/pennsylvania/turnpike_23seglock/little_pennsylvaniaturnpike_6024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_23seglock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.237001,-76.275176
8325 Furnace Hills Pike Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.235204 -76.299361 Furnace Hills Pike (PA-501) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 78 23.77 88 26.82 38 11.58 https://historicbridges.org/pennsylvania/turnpike_24furnacehills/little_pennsylvaniaturnpike_6051_small.jpg https://historicbridges.org/pennsylvania/turnpike_24furnacehills/little_pennsylvaniaturnpike_6051.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_24furnacehills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.235204,-76.299361
8326 Bellaire Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.207547 -76.581842 Bellaire Road (PA-2009) I-76 (Pennsylvania Turnpike) Rural Dauphin County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 84 25.6 93 28.35 26 7.92 https://historicbridges.org/pennsylvania/turnpike_26bellaire/little_pennsylvaniaturnpike_6096_small.jpg https://historicbridges.org/pennsylvania/turnpike_26bellaire/little_pennsylvaniaturnpike_6096.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_26bellaire/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.207547,-76.581842
8327 ! North Union Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.210109 -76.735919 North Union Street (PA-441) I-76 (Pennsylvania Turnpike) Middletown Dauphin County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 78 23.77 87 26.52 30.5 9.3 https://historicbridges.org/pennsylvania/turnpike_30northunion/little_pennsylvaniaturnpike_6194_small.jpg https://historicbridges.org/pennsylvania/turnpike_30northunion/little_pennsylvaniaturnpike_6194.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_30northunion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210109,-76.735919
8328 Lisburn Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.198372 -76.939516 Lisburn Road (PA-2017) I-76 (Pennsylvania Turnpike) Lower Allen Township Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 81 24.69 90 27.43 36 10.97 https://historicbridges.org/pennsylvania/turnpike_32lisburn/little_pennsylvaniaturnpike_6258_small.jpg https://historicbridges.org/pennsylvania/turnpike_32lisburn/little_pennsylvaniaturnpike_6258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_32lisburn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.198372,-76.939516
8329 South Market Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.196824 -76.994621 South Market Street (PA-114) I-76 (Pennsylvania Turnpike) Mechanicsburg Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 85 25.91 98 29.87 40 12.19 https://historicbridges.org/pennsylvania/turnpike_34southmarket/little_pennsylvaniaturnpike_6297_small.jpg https://historicbridges.org/pennsylvania/turnpike_34southmarket/little_pennsylvaniaturnpike_6294.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_34southmarket/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196824,-76.994621
8330 South York Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.196601 -77.004631 South York Street (PA-2013) I-76 (Pennsylvania Turnpike) Mechanicsburg Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 78 23.77 90 27.43 24 7.32 https://historicbridges.org/pennsylvania/turnpike_35southyork/little_pennsylvaniaturnpike_6318_small.jpg https://historicbridges.org/pennsylvania/turnpike_35southyork/little_pennsylvaniaturnpike_6318.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_35southyork/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196601,-77.004631
8331 Williams Grove Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.196323 -77.017214 Williams Grove Road (PA-2011) I-76 (Pennsylvania Turnpike) Mechanicsburg Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 78 23.77 90 27.43 40 12.19 https://historicbridges.org/pennsylvania/turnpike_36williamsgrove/little_pennsylvaniaturnpike_6339_small.jpg https://historicbridges.org/pennsylvania/turnpike_36williamsgrove/little_pennsylvaniaturnpike_6339.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_36williamsgrove/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196323,-77.017214
8332 Biddle Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.216879 -77.088065 Biddle Road (TR-571) I-76 (Pennsylvania Turnpike) Rural Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 78 23.77 87 26.52 22 6.71 https://historicbridges.org/pennsylvania/turnpike_39biddle/little_pennsylvaniaturnpike_6441_small.jpg https://historicbridges.org/pennsylvania/turnpike_39biddle/little_pennsylvaniaturnpike_6441.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_39biddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.216879,-77.088065
8333 Appalachian Drive Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.221027 -77.102735 Appalachian Drive (TR-573) I-76 (Pennsylvania Turnpike) Rural Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1949 0 Unknown 1 2 78 23.77 87 26.52 22 6.71 https://historicbridges.org/pennsylvania/turnpike_40appalachiandrive/little_pennsylvaniaturnpike_6479_small.jpg https://historicbridges.org/pennsylvania/turnpike_40appalachiandrive/little_pennsylvaniaturnpike_6479.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_40appalachiandrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.221027,-77.102735
8334 South Middlesex Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.227902 -77.130842 South Middlesex Road I-76 (Pennsylvania Turnpike) Carlisle Cumberland County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1950 0 Unknown 1 2 92 28.04 103 31.39 28 8.53 https://historicbridges.org/pennsylvania/turnpike_41southmiddlesex/little_pennsylvaniaturnpike_6504_small.jpg https://historicbridges.org/pennsylvania/turnpike_41southmiddlesex/little_pennsylvaniaturnpike_6504.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_41southmiddlesex/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.227902,-77.130842
8335 Ritchey Road Bridge East This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 39.994146 -78.326260 Ritchey Road (PA-1006) I-76 (Pennsylvania Turnpike) Rural Bedford County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Unknown 4 5 78 23.77 87 26.52 20 6.1 https://historicbridges.org/pennsylvania/turnpike_45ritcheyeast/little_pennsylvaniaturnpike_6617_small.jpg https://historicbridges.org/pennsylvania/turnpike_45ritcheyeast/little_pennsylvaniaturnpike_6617.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_45ritcheyeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.994146,-78.326260
8336 Ritchey Road Bridge West This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.001010 -78.350849 Ritchey Road (PA-1006) I-76 (Pennsylvania Turnpike) Rural Bedford County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Unknown 4 5 83 25.3 94.2 28.71 20 6.1 https://historicbridges.org/pennsylvania/turnpike_46ritcheywest/main_small.jpg https://historicbridges.org/pennsylvania/turnpike_46ritcheywest/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_46ritcheywest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.001010,-78.350849
8338 Diehl Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.028919 -78.576100 Diehl Road (TR-453) I-76 (Pennsylvania Turnpike) Rural Bedford County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1939 0 Unknown 4 5 78 23.77 87 26.52 20 6.1 https://historicbridges.org/pennsylvania/turnpike_49diehl/main_small.jpg https://historicbridges.org/pennsylvania/turnpike_49diehl/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_49diehl/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.028919,-78.576100
8339 South Chestnut Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.149075 -75.836307 South Chestnut Street (Manor Road, PA-82) I-76 (Pennsylvania Turnpike) Elverson Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1950 0 Unknown 1 1 88 26.82 92 28.04 32.5 9.91 https://historicbridges.org/pennsylvania/turnpike_1southchestnut/little_pennsylvaniaturnpike_5513_small.jpg https://historicbridges.org/pennsylvania/turnpike_1southchestnut/little_pennsylvaniaturnpike_5513.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_1southchestnut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.149075,-75.836307
8340 Twin Valley Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.148542 -75.854450 Twin Valley Road (TR-382) I-76 (Pennsylvania Turnpike) Rural Chester County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1950 0 Unknown 1 1 86 26.21 90 27.43 22 6.71 https://historicbridges.org/pennsylvania/turnpike_2twinvalley/little_pennsylvaniaturnpike_5543_small.jpg https://historicbridges.org/pennsylvania/turnpike_2twinvalley/little_pennsylvaniaturnpike_5543.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_2twinvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.148542,-75.854450
8341 Cherry Lane Bridge Morgantown Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.160822 -75.891427 Cherry Lane (Morgantown Road, PA-10) I-76 (Pennsylvania Turnpike) Morgantown Berks County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1950 0 Unknown 1 1 95 28.96 101 30.78 39 11.89 https://historicbridges.org/pennsylvania/turnpike_4cherrylane/main_small.jpg https://historicbridges.org/pennsylvania/turnpike_4cherrylane/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_4cherrylane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.160822,-75.891427
8342 Edwards Drive Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.173805 -75.959628 Edwards Drive I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1949 0 Unknown 1 1 81 24.69 89 27.13 20 6.1 https://historicbridges.org/pennsylvania/turnpike_5edwardsdrive/little_pennsylvaniaturnpike_5627_small.jpg https://historicbridges.org/pennsylvania/turnpike_5edwardsdrive/little_pennsylvaniaturnpike_5627.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_5edwardsdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.173805,-75.959628
8343 North Reading Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.223607 -76.095468 North Reading Road (PA-272) I-76 (Pennsylvania Turnpike) Denver Lancaster County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1949 0 Unknown 1 1 83 25.3 86 26.21 63.3 19.29 https://historicbridges.org/pennsylvania/turnpike_11northreading/little_pennsylvaniaturnpike_5763_small.jpg https://historicbridges.org/pennsylvania/turnpike_11northreading/little_pennsylvaniaturnpike_5763.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_11northreading/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.223607,-76.095468
8344 East Main Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.155962 -75.872456 East Main Street (PA-23) I-76 (Pennsylvania Turnpike) Morgantown Berks County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 1 153 46.63 157 47.85 38 11.58 https://historicbridges.org/pennsylvania/turnpike_3eastmain/little_pennsylvaniaturnpike_5571_small.jpg https://historicbridges.org/pennsylvania/turnpike_3eastmain/little_pennsylvaniaturnpike_5571.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_3eastmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.155962,-75.872456
8345 Briar Valley Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.038330 -78.501940 Briar Valley Road (TR-478) I-76 (Pennsylvania Turnpike) Bedford Bedford County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1939 1988 Unknown 4 5 87 26.52 91 27.74 20 6.1 https://historicbridges.org/pennsylvania/turnpike_47briarvalley/little_pennsylvaniaturnpike_6659_small.jpg https://historicbridges.org/pennsylvania/turnpike_47briarvalley/little_pennsylvaniaturnpike_6659.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_47briarvalley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.038330,-78.501940
8346 Davis Lane Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.043480 -78.038480 Davis Lane (TR-423) I-76 (Pennsylvania Turnpike) Rural Fulton County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1939 0 Unknown 4 5 107 32.61 110 33.53 20 6.1 https://historicbridges.org/pennsylvania/turnpike_44davislane/main_small.jpg https://historicbridges.org/pennsylvania/turnpike_44davislane/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_44davislane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.043480,-78.038480
8347 Great Cove Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 118 ft (35.97 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.046638 -77.964450 Great Cove Road (US-522) I-76 (Pennsylvania Turnpike) Rural Fulton County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1939 1991 Unknown 4 5 118 35.97 122 37.19 22 6.71 https://historicbridges.org/pennsylvania/turnpike_43greatcoveus522/little_pennsylvaniaturnpike_6554_small.jpg https://historicbridges.org/pennsylvania/turnpike_43greatcoveus522/little_pennsylvaniaturnpike_6554.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_43greatcoveus522/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.046638,-77.964450
8348 Fort Littleton Interchange Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.051730 -77.959110 Fort Littleton Interchange Ramps (Great Cove Road / US-522 Access) I-76 (Pennsylvania Turnpike) Rural Fulton County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1939 1990 Unknown 4 5 108 32.92 124 37.8 17 5.18 https://historicbridges.org/pennsylvania/turnpike_42fortlittletoninterchange/little_pennsylvaniaturnpike_6527_small.jpg https://historicbridges.org/pennsylvania/turnpike_42fortlittletoninterchange/little_pennsylvaniaturnpike_6527.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_42fortlittletoninterchange/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.051730,-77.959110
8349 West Trindle Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.202867 -77.042719 West Trindle Road (PA-641) I-76 (Pennsylvania Turnpike) Mechanicsburg Cumberland County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 0 Unknown 1 2 115 35.05 119 36.27 40 12.19 https://historicbridges.org/pennsylvania/turnpike_38westtrindle/little_pennsylvaniaturnpike_6407_small.jpg https://historicbridges.org/pennsylvania/turnpike_38westtrindle/little_pennsylvaniaturnpike_6407.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_38westtrindle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.202867,-77.042719
8350 Panorama Drive Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 94.2 ft (28.71 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.210638 -76.045197 Panorama Drive (TR-959) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 0 Unknown 1 2 94.2 28.71 96 29.26 22 6.71 https://historicbridges.org/pennsylvania/turnpike_7panoramadrive/little_pennsylvaniaturnpike_5678_small.jpg https://historicbridges.org/pennsylvania/turnpike_7panoramadrive/little_pennsylvaniaturnpike_5678.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_7panoramadrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.210638,-76.045197
8351 Dry Tavern Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.212991 -76.057523 Dry Tavern Road (PA-897) I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 100 30.48 105 32 30 9.14 https://historicbridges.org/pennsylvania/turnpike_8drytavern/little_pennsylvaniaturnpike_5699_small.jpg https://historicbridges.org/pennsylvania/turnpike_8drytavern/little_pennsylvaniaturnpike_5699.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_8drytavern/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.212991,-76.057523
8352 South Muddy Creek Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.217404 -76.079263 South Muddy Creek Road (PA-1059) I-76 (Pennsylvania Turnpike) Denver Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 110 33.53 115 35.05 24 7.32 https://historicbridges.org/pennsylvania/turnpike_9southmuddycreek/little_pennsylvaniaturnpike_5730_small.jpg https://historicbridges.org/pennsylvania/turnpike_9southmuddycreek/little_pennsylvaniaturnpike_5730.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_9southmuddycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.217404,-76.079263
8353 Pepperidge Farm Drive Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.221922 -76.091212 Pepperidge Farm Drive I-76 (Pennsylvania Turnpike) Denver Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 1990 Unknown 1 2 98 29.87 102 31.09 36 10.97 https://historicbridges.org/pennsylvania/turnpike_10pepperidgefarm/little_pennsylvaniaturnpike_5744_small.jpg https://historicbridges.org/pennsylvania/turnpike_10pepperidgefarm/little_pennsylvaniaturnpike_5744.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_10pepperidgefarm/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.221922,-76.091212
8354 5th Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.239488 -76.133181 5th Street I-76 (Pennsylvania Turnpike) Denver Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 0 Unknown 1 2 87 26.52 89 27.13 22 6.71 https://historicbridges.org/pennsylvania/turnpike_12fifthstreet/little_pennsylvaniaturnpike_5780_small.jpg https://historicbridges.org/pennsylvania/turnpike_12fifthstreet/little_pennsylvaniaturnpike_5777.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_12fifthstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.239488,-76.133181
8355 6th Street Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.239926 -76.134914 6th Street (PA-1045) I-76 (Pennsylvania Turnpike) Denver Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 86 26.21 88 26.82 34.8 10.61 https://historicbridges.org/pennsylvania/turnpike_13sixthstreet/little_pennsylvaniaturnpike_5787_small.jpg https://historicbridges.org/pennsylvania/turnpike_13sixthstreet/little_pennsylvaniaturnpike_5787.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_13sixthstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.239926,-76.134914
8356 US-322 Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.232922 -76.324162 US-322 I-76 (Pennsylvania Turnpike) Rural Lancaster County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 0 Unknown 1 2 145 44.2 153 46.63 38 11.58 https://historicbridges.org/pennsylvania/turnpike_25us322/little_pennsylvaniaturnpike_6069_small.jpg https://historicbridges.org/pennsylvania/turnpike_25us322/little_pennsylvaniaturnpike_6069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_25us322/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.232922,-76.324162
8357 Old Hershey Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.209142 -76.619661 Old Hershey Road (TR-602) I-76 (Pennsylvania Turnpike) Rural Dauphin County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 0 Unknown 1 2 89 27.13 94 28.65 22.3 6.8 https://historicbridges.org/pennsylvania/turnpike_27oldhershey/little_pennsylvaniaturnpike_6108_small.jpg https://historicbridges.org/pennsylvania/turnpike_27oldhershey/little_pennsylvaniaturnpike_6108.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_27oldhershey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.209142,-76.619661
8358 Colebrook Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 139 ft (42.37 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.209028 -76.657836 Colebrook Road (PA-341) I-76 (Pennsylvania Turnpike) Rural Dauphin County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 139 42.37 144 43.89 30 9.14 https://historicbridges.org/pennsylvania/turnpike_28coalbrook/main_small.jpg https://historicbridges.org/pennsylvania/turnpike_28coalbrook/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_28coalbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.209028,-76.657836
8359 Roundtop Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.206281 -76.693168 Roundtop Road (PA-2005) I-76 (Pennsylvania Turnpike) Rural Dauphin County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 97 29.57 102 31.09 30 9.14 https://historicbridges.org/pennsylvania/turnpike_29roundtop/little_pennsylvaniaturnpike_6162_small.jpg https://historicbridges.org/pennsylvania/turnpike_29roundtop/little_pennsylvaniaturnpike_6162.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_29roundtop/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.206281,-76.693168
8360 Sheepford Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.195721 -76.924696 Sheepford Road (TR-646) I-76 (Pennsylvania Turnpike) Lower Allen Township Cumberland County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 84 25.6 89 27.13 22 6.71 https://historicbridges.org/pennsylvania/turnpike_31sheepford/main_small.jpg https://historicbridges.org/pennsylvania/turnpike_31sheepford/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_31sheepford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.195721,-76.924696
8361 Rossmoyne Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 96 ft (29.26 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.199791 -76.949334 Rossmoyne Road I-76 (Pennsylvania Turnpike) Lower Allen Township Cumberland County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1949 0 Unknown 1 2 96 29.26 101 30.78 24 7.32 https://historicbridges.org/pennsylvania/turnpike_33rossmoyne/little_pennsylvaniaturnpike_6276_small.jpg https://historicbridges.org/pennsylvania/turnpike_33rossmoyne/little_pennsylvaniaturnpike_6276.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_33rossmoyne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.199791,-76.949334
8362 Eppley Road Bridge This is an example of an original overpass on this section of the historic Pennsylvania turnpike. The technical description of the main or most noteworthy span of the bridge is a 81 ft (24.69 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.196596 -77.022946 Eppley Road (TR-568) I-76 (Pennsylvania Turnpike) Rural Cumberland County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1950 0 Unknown 1 2 81 24.69 87 26.52 22 6.71 https://historicbridges.org/pennsylvania/turnpike_37eppley/little_pennsylvaniaturnpike_6366_small.jpg https://historicbridges.org/pennsylvania/turnpike_37eppley/little_pennsylvaniaturnpike_6366.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turnpike_37eppley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.196596,-77.022946
8363 Seven Lakes Drive Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 43 ft (13.11 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.309307 -74.024529 Seven Lakes Drive Palisades Interstate Parkway (NY-987C) Rural Orange County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1952 0 Unknown 1 2 43 13.11 100 30.48 36 10.97 https://historicbridges.org/newyork/palisades_0asevenlakes/little_palisadesparkway_8673_small.jpg https://historicbridges.org/newyork/palisades_0asevenlakes/little_palisadesparkway_8673.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_0asevenlakes/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.309307,-74.024529
8364 Anthony Wayne Drive Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.298577 -74.030439 Anthony Wayne Drive Palisades Interstate Parkway (NY-987C) Rural Orange County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1953 0 Unknown 1 2 64 19.51 139 42.37 34 10.36 https://historicbridges.org/newyork/palisades_0banthonywaye/little_palisadesparkway_8685_small.jpg https://historicbridges.org/newyork/palisades_0banthonywaye/little_palisadesparkway_8685.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_0banthonywaye/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.298577,-74.030439
8365 Lake Welch Parkway Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 73.8 ft (22.49 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. 41.248885 -74.039213 Lake Welch Parkway Palisades Interstate Parkway (NY-987C) (Southbound) Rural Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 1 0 0 1951 0 Unknown 1 2 73.8 22.49 83 25.3 18 5.49 https://historicbridges.org/newyork/palisades_1lakewelchdrive/little_palisadesparkway1_8805_small.jpg https://historicbridges.org/newyork/palisades_1lakewelchdrive/little_palisadesparkway1_8805.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_1lakewelchdrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.248885,-74.039213
8366 Gate Hill Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.235145 -74.033746 Gate Hill Road (CR-106) Palisades Interstate Parkway (NY-987C) Stony Point Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1951 0 Unknown 1 2 63 19.2 139 42.37 34 10.36 https://historicbridges.org/newyork/palisades_2gatehill/little_palisadesparkway1_8815_small.jpg https://historicbridges.org/newyork/palisades_2gatehill/little_palisadesparkway1_8815.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_2gatehill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.235145,-74.033746
8367 NY-45 Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 57.7 ft (17.59 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.172016 -74.032748 NY-45 Palisades Interstate Parkway (NY-987C) Ramapo Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1955 0 Unknown 1 2 57.7 17.59 122 37.19 40 12.19 https://historicbridges.org/newyork/palisades_3ny45/little_palisadesparkway1_8863_small.jpg https://historicbridges.org/newyork/palisades_3ny45/little_palisadesparkway1_8863.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_3ny45/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.172016,-74.032748
8368 Clarkstown Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.137866 -74.017772 Clarkstown Road (CR-35A) Palisades Interstate Parkway (NY-987C) Clarkstown Rockland County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1953 0 Unknown 1 2 54.8 16.7 280 85.34 0 0 https://historicbridges.org/newyork/palisades_4clarkstown/little_palisadesparkway1_8898_small.jpg https://historicbridges.org/newyork/palisades_4clarkstown/little_palisadesparkway1_8898.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_4clarkstown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.137866,-74.017772
8369 Middletown Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.121510 -74.007734 Middletown Road (Little Tor Road) Palisades Interstate Parkway (NY-987C) Clarkstown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1953 0 Unknown 1 2 59.7 18.2 140 42.67 36.7 11.19 https://historicbridges.org/newyork/palisades_5middletown/little_palisadesparkway1_8932_small.jpg https://historicbridges.org/newyork/palisades_5middletown/little_palisadesparkway1_8932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_5middletown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.121510,-74.007734
8370 Ludvigh Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 69.6 ft (21.21 m) concrete (stone faced) continuous Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.109045 -73.999191 Ludvigh Road Palisades Interstate Parkway (NY-987C) Clarkstown Rockland County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 Continuous 2 0 0 1953 0 Unknown 1 2 69.6 21.21 140 42.67 34 10.36 https://historicbridges.org/newyork/palisades_6ludvigh/little_palisadesparkway1_8955_small.jpg https://historicbridges.org/newyork/palisades_6ludvigh/little_palisadesparkway1_8955.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_6ludvigh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.109045,-73.999191
8371 NY-304 Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.106390 -73.996578 NY-304 Palisades Interstate Parkway (NY-987C) Clarkstown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1955 1976 Unknown 1 2 69 21.03 139 42.37 81 24.69 https://historicbridges.org/newyork/palisades_7ny304/little_palisadesparkway1_8977_small.jpg https://historicbridges.org/newyork/palisades_7ny304/little_palisadesparkway1_8977.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_7ny304/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.106390,-73.996578
8372 NY-59 Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.090719 -73.990598 NY-59 Palisades Interstate Parkway (NY-987C) Clarkstown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1955 0 Unknown 1 2 52.8 16.09 59 17.98 79.4 24.2 https://historicbridges.org/newyork/palisades_8ny59/little_palisadesparkway1_8995_small.jpg https://historicbridges.org/newyork/palisades_8ny59/little_palisadesparkway1_8995.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_8ny59/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.090719,-73.990598
8373 Palisades Interstate Parkway Railroad Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.071253 -73.981042 Railroad (Abandoned Erie Railroad) Palisades Interstate Parkway (NY-987C) Pearl River Rockland County, New York New York United States Metal Deck Girder Fixed 0 2 0 0 1956 0 Unknown 1 2 58 17.68 116 35.36 0 0 https://historicbridges.org/newyork/palisades_9girder/little_palisadesparkway_8858_small.jpg https://historicbridges.org/newyork/palisades_9girder/little_palisadesparkway_8858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_9girder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.071253,-73.981042
8374 Sickletown Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.069508 -73.980417 Sickletown Road Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1956 0 Unknown 1 2 64 19.51 148 45.11 34 10.36 https://historicbridges.org/newyork/palisades_10sickletown/little_palisadesparkway1_9046_small.jpg https://historicbridges.org/newyork/palisades_10sickletown/little_palisadesparkway1_9046.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_10sickletown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.069508,-73.980417
8375 Van Wyck Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete (stone faced) rigid-frame, fixed. The bridge was primarily built by Unknown. 41.059044 -73.970734 Van Wyck Road Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 2 0 0 1956 0 Unknown 1 2 66 20.12 215 65.53 34 10.36 https://historicbridges.org/newyork/palisades_11vanwyck/little_palisadesparkway1_9069_small.jpg https://historicbridges.org/newyork/palisades_11vanwyck/little_palisadesparkway1_9069.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_11vanwyck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.059044,-73.970734
8376 Orangeburg Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 74.5 ft (22.71 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.045564 -73.958413 Orangeburg Road Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1956 1973 Unknown 1 2 74.5 22.71 240 73.15 78 23.77 https://historicbridges.org/newyork/palisades_12orangeburg/little_palisadesparkway1_9099_small.jpg https://historicbridges.org/newyork/palisades_12orangeburg/little_palisadesparkway1_9099.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_12orangeburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.045564,-73.958413
8377 NY-303 Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.035884 -73.945998 NY-303 Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1958 0 Unknown 1 2 68 20.73 164 49.99 40 12.19 https://historicbridges.org/newyork/palisades_13ny303/little_palisadesparkway_8928_small.jpg https://historicbridges.org/newyork/palisades_13ny303/little_palisadesparkway_8928.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_13ny303/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.035884,-73.945998
8378 Kings Highway Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.030524 -73.940072 Kings Highway Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1954 0 Unknown 1 2 64 19.51 290 88.39 34.5 10.52 https://historicbridges.org/newyork/palisades_14kingshighway/little_palisadesparkway_8948_small.jpg https://historicbridges.org/newyork/palisades_14kingshighway/little_palisadesparkway_8948.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_14kingshighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.030524,-73.940072
8379 Washington Street Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.023220 -73.935484 Washington Street Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1954 0 Unknown 1 2 52.8 16.09 129 39.32 34 10.36 https://historicbridges.org/newyork/palisades_15washington/little_palisadesparkway_8969_small.jpg https://historicbridges.org/newyork/palisades_15washington/little_palisadesparkway_8969.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_15washington/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.023220,-73.935484
8380 NY-340 Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.017949 -73.928837 NY-340 Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1954 0 Unknown 1 2 68 20.73 319 97.23 34.5 10.52 https://historicbridges.org/newyork/palisades_16ny340/little_palisadesparkway_8982_small.jpg https://historicbridges.org/newyork/palisades_16ny340/little_palisadesparkway_8982.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_16ny340/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.017949,-73.928837
8381 Oak Tree Road Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) concrete (stone faced) continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 41.012164 -73.923891 Oak Tree Road Palisades Interstate Parkway (NY-987C) Orangetown Rockland County, New York New York United States Concrete (Stone Faced) Rigid-Frame Fixed 0 Continuous 2 0 0 1954 2001 Unknown 1 2 76.8 23.41 175 53.34 32.5 9.91 https://historicbridges.org/newyork/palisades_17oaktree/little_palisadesparkway_8999_small.jpg https://historicbridges.org/newyork/palisades_17oaktree/little_palisadesparkway_8999.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palisades_17oaktree/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.012164,-73.923891
8382 Forest View Trail Bridge This is an example of a historic overpass bridge on this section of the Palisades Interstate Parkway. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. 40.980224 -73.913010 Forest View Trail Palisades Interstate Parkway (NJ-445) Alpine Bergen County, New Jersey New Jersey United States Metal Through Girder Fixed 0 Continuous 2 0 0 0 0 Unknown 1 2 80 24.38 162 49.38 9 2.74 https://historicbridges.org/newjersey/palisades_18newjerseyforestview/little_palisadesparkway_9017_small.jpg https://historicbridges.org/newjersey/palisades_18newjerseyforestview/little_palisadesparkway_9017.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/palisades_18newjerseyforestview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.980224,-73.913010
8383 Red Bridge Iowa Bridge Number 222760 This is a short through truss that remains in good condition and open to traffic as of 2021. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.252018 -91.479794 Red Bridge Road Buffalo Creek Rural Linn County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 2 0 1988 Unknown 7 7 68 20.73 98 29.87 14 4.27 https://historicbridges.org/iowa/redbridgelinn/little_redbridgelinn_3091_small.jpg https://historicbridges.org/iowa/redbridgelinn/little_redbridgelinn_3091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/redbridgelinn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.252018,-91.479794
8384 Burlingham Road Bridge Iowa Bridge Number 221950 This truss bridge with built-up fishbelly floorbeams remains in good condition but is threatened by a deteriorating abutment. The technical description of the main or most noteworthy span of the bridge is a 108 ft (32.92 m) metal pin-connected Pratt through truss, fixed. 42.179757 -91.398647 Burlingham Road Buffalo Creek Rural Linn County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 7 7 108 32.92 110 33.53 13.8 4.21 https://historicbridges.org/iowa/burlingham/little_burlingham_3034_small.jpg https://historicbridges.org/iowa/burlingham/little_burlingham_3034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/burlingham/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.179757,-91.398647
8385 Durow Road Bridge Iowa Bridge Number 223450 This standard plan through truss in Iowa stands out for its outstanding condition which even includes paint, something not always found on truss bridges in other Iowa counties. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 42.219123 -91.823462 Durow Road Blue Creek Rural Linn County, Iowa Iowa United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 0 1989 Unknown 6 6 160 48.77 160 48.77 19 5.79 https://historicbridges.org/iowa/durow/little_durow_3763_small.jpg https://historicbridges.org/iowa/durow/little_durow_3763.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/durow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.219123,-91.823462
8386 Galena Street Bridge Bypassed and preserved for pedestrian use, this outstanding example of an urban-built Wrought Iron Bridge Company truss bridge is one of the only truss bridges preserved in Illinois outside of Chicago. The technical description of the main or most noteworthy span of the bridge is a 97 ft (29.57 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.103339 -89.982160 Galena Street Carroll Creek Mount Carroll Carroll County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1890 2017 Wrought Iron Bridge Company of Canton, Ohio 7 9 97 29.57 99 30.18 16.7 5.09 https://historicbridges.org/illinois/galenastreet/little_galenastreet_7846_small.jpg https://historicbridges.org/illinois/galenastreet/little_galenastreet_7846.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/galenastreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.103339,-89.982160
8387 Van Buren Avenue Bridge This classic Wrought Iron Bridge Company Whipple truss was left standing for pedestrian use and is noted for its surviving ornamentation. The technical description of the main or most noteworthy span of the bridge is a 198 ft (60.35 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.303777 -89.625387 Van Buren Avenue Pecatonica Freeport Stephenson County, Illinois Illinois United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 13 1 0 0 1885 0 Wrought Iron Bridge Company of Canton, Ohio 8 9 198 60.35 204 62.18 17.3 5.27 https://historicbridges.org/illinois/stephensonvanburen/little_stephensonvanburen_7228_29_30vib_small.jpg https://historicbridges.org/illinois/stephensonvanburen/little_stephensonvanburen_7228_29_30vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonvanburen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.303777,-89.625387
8388 US-67 Rock River North Channel Bridge Vandruff Island Bridge North This is one of two steel arch bridges on this section of road, and they are unusual for their use of steel through arches for relatively small spans. The technical description of the main or most noteworthy span of the bridge is a 270 ft (82.3 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 41.461718 -90.579276 US-67 Rock River (North Channel) Rock Island and Milan Rock Island County, Illinois Illinois United States Metal Solid Ribbed Tied Through Arch Fixed 10 1 Metal Stringer (Multi-Beam) Fixed 0 Continuous 4 1948 1985 Unknown 7 7 270 82.3 705.7 215.1 52.5 16 https://historicbridges.org/illinois/rockriverarchnorth/little_rockriverarchnorth_0622_small.jpg https://historicbridges.org/illinois/rockriverarchnorth/little_rockriverarchnorth_0622.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverarchnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.461718,-90.579276
8389 Vandruff Island Railroad Bridge North Rock River North Channel Railroad Bridge This is one of two lattice railroad through truss bridges, of the older style used by Chicago NorthWestern, found on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 41.460291 -90.579898 Railroad (Iowa Interstate Railroad) Rock River (North Channel) Rock Island and Milan Rock Island County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 3 0 0 0 0 Lassig Bridge and Iron Works of Chicago, Illinois 7 7 155 47.24 470 143.26 0 0 https://historicbridges.org/illinois/rockriverlatticenorth/little_rockriverlatticenorth_0931_2_3vib_small.jpg https://historicbridges.org/illinois/rockriverlatticenorth/little_rockriverlatticenorth_0931_2_3vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverlatticenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.460291,-90.579898
8390 Vandruff Island Railroad Bridge South Rock River South Channel Railroad Bridge This is one of two lattice railroad through truss bridges, of the older style used by Chicago NorthWestern, found on this section of railroad line. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 41.456758 -90.576672 Railroad (Iowa Interstate Railroad) Rock River (South Channel) Milan Rock Island County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 3 0 0 0 0 Lassig Bridge and Iron Works of Chicago, Illinois 7 7 150 45.72 417 127.1 0 0 https://historicbridges.org/illinois/rockriverlatticesouth/little_rockriverlatticesouth_0499_500_501vib_small.jpg https://historicbridges.org/illinois/rockriverlatticesouth/little_rockriverlatticesouth_0499_500_501vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverlatticesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.456758,-90.576672
8391 US-67 Rock River South Channel Bridge Vandruff Island Bridge South This is one of two steel arch bridges on this section of road, and they are unusual for their use of steel through arches for relatively small spans. The technical description of the main or most noteworthy span of the bridge is a 302 ft (92.05 m) metal tied Solid Ribbed through arch, fixed. The bridge was primarily built by Unknown. 41.455431 -90.573870 US-67 Rock River (South Channel) and Hennepin Canal Milan Rock Island County, Illinois Illinois United States Metal Solid Ribbed Tied Through Arch Fixed 12 2 Metal Stringer (Multi-Beam) Fixed 0 Continuous 2 1948 1985 Unknown 7 7 302 92.05 703 214.27 52.5 16 https://historicbridges.org/illinois/rockriverarchsouth/little_rockriverarchsouth_0271_small.jpg https://historicbridges.org/illinois/rockriverarchsouth/little_rockriverarchsouth_0271.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rockriverarchsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.455431,-90.573870
8392 Jim Falls Bridge This abandoned state standard through truss bridge is situated in a stunningly beautiful setting. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 45.054723 -91.273272 Abandoned Road Chippewa River Jim Falls Chippewa County, Wisconsin Wisconsin United States Metal Parker Rivet-Connected Through Truss Fixed 8 2 0 0 0 0 Unknown 5 7 130 39.62 260 79.25 0 0 https://historicbridges.org/wisconsin/jimfalls/little_jimfalls_8911_small.jpg https://historicbridges.org/wisconsin/jimfalls/little_jimfalls_8911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/jimfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.054723,-91.273272
8396 Holcombe Bridge This is a highly unusual pony truss composed of two continuous truss units of three spans each. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal continuous rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 45.227726 -91.122532 CR-M Chippewa River Holcombe Chippewa County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 8 Continuous 6 0 0 1950 0 Unknown 6 8 133 40.54 798 243.23 24 7.32 https://historicbridges.org/wisconsin/holcombe/little_holcombe_8002_small.jpg https://historicbridges.org/wisconsin/holcombe/little_holcombe_8002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/holcombe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.227726,-91.122532
8397 Barker-Stewart Island Railroad Bridge South This is the smallest of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.961422 -89.632859 Railroad (Canadian National) Wisconsin River (East Channel) Wausau Marathon County, Wisconsin Wisconsin United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 0 0 Unknown 5 6 82 24.99 92 28.04 0 0 https://historicbridges.org/wisconsin/wausau2/little_wausau2_6730_small.jpg https://historicbridges.org/wisconsin/wausau2/little_wausau2_6730.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.961422,-89.632859
8398 Woodson Park Railroad Bridge This skewed lattice truss is one of the two most significant of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 44.960277 -89.632276 Railroad (Canadian National) Wisconsin River Wausau Marathon County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 2 Metal Through Girder Fixed 0 2 1883 1919 Unknown 8 7 120 36.58 332 101.19 0 0 https://historicbridges.org/wisconsin/wausau3/little_zimg_20211017_080828_small.jpg https://historicbridges.org/wisconsin/wausau3/little_zimg_20211017_080828.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.960277,-89.632276
8399 Big Bull Falls East Channel Railroad Bridge This is the simplest of a number of historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.959317 -89.632375 Railroad (Canadian National) Wisconsin River (East Channel) Wausau Marathon County, Wisconsin Wisconsin United States Metal Deck Girder Fixed 0 2 0 0 1926 0 American Bridge Company of New York, New York 2 2 68 20.73 136 41.45 0 0 https://historicbridges.org/wisconsin/wausau5/little_wausau5_7099_100_101vib_small.jpg https://historicbridges.org/wisconsin/wausau5/little_wausau5_7099_100_101vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau5/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959317,-89.632375
8400 Big Bull Falls West Channel Railroad Bridge This bridge has large through plate girder spans of traditional design, and it is one of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin. 44.959861 -89.634350 Railroad (Canadian National) Wisconsin River (West Channel) Wausau Marathon County, Wisconsin Wisconsin United States Metal Through Girder Fixed 0 3 0 0 1921 0 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin 5 5 90 27.43 245 74.68 0 0 https://historicbridges.org/wisconsin/wausau6/little_zimg_20211017_081652_small.jpg https://historicbridges.org/wisconsin/wausau6/little_zimg_20211017_081652.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau6/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959861,-89.634350
8401 Barker-Stewart Island Railroad Bridge East One of several historic railroad bridges in this area, this bridge has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal through girder, fixed. The bridge was primarily built by Unknown. 44.963676 -89.632098 Railroad (Rail-Trail) Wisconsin River (East Channel) Wausau Marathon County, Wisconsin Wisconsin United States Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 4 1899 1908 Unknown 3 3 80 24.38 312 95.1 0 0 https://historicbridges.org/wisconsin/wausau7/little_wausau7_7687_small.jpg https://historicbridges.org/wisconsin/wausau7/little_wausau7_7687.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau7/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.963676,-89.632098
8402 Slough Bridge East This traditional historic concrete arch bridge sits in an area that is surrounded by historic iron and steel railroad bridges. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Wausau Iron Works of Wausau, Wisconsin. The bridge was primarily designed by B. C. Gowen. 44.959628 -89.632274 US-51 and WI-52 (Eastbound) Wisconsin River Wausau Marathon County, Wisconsin Wisconsin United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1915 0 Wausau Iron Works of Wausau, Wisconsin B. C. Gowen 5 7 40 12.19 123.7 37.7 43 13.11 https://historicbridges.org/wisconsin/wausau4/little_wausau4_7084_small.jpg https://historicbridges.org/wisconsin/wausau4/little_wausau4_7084.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wausau4/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.959628,-89.632274
8403 ! Main Street Bridge Cole Memorial Bridge True to WisDOT's standard approach to historic bridge preservation, this beautiful arch bridge, which is a landmark gateway into the historic downtown, is now targeted for demolition and replacement! The technical description of the main or most noteworthy span of the bridge is a 105.6 ft (32.19 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.194423 -88.724965 Main Street (WI-19) Rock River Watertown Jefferson County, Wisconsin Wisconsin United States Concrete Open Spandrel Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 1 1931 1981 Unknown 6 7 105.6 32.19 197 60.05 42 12.8 https://historicbridges.org/wisconsin/watertownmain/little_watertownmain_5179_small.jpg https://historicbridges.org/wisconsin/watertownmain/little_watertownmain_5179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/watertownmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.194423,-88.724965
8404 Schilling Road Railroad Bridge This lattice through truss is an unexpected type of bridge to find in the middle of a farm. The technical description of the main or most noteworthy span of the bridge is a 146 ft (44.5 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 43.537860 -89.037950 Railroad (Union Pacific) Schilling Road and Railroad (Wisconsin and Southern) Rural Columbia County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 1 Metal Deck Girder Fixed 0 1 1911 0 Pennsylvania Steel Company of Steelton, Pennsylvania 7 7 146 44.5 176 53.64 0 0 https://historicbridges.org/wisconsin/schilling/little_schilling_4744_small.jpg https://historicbridges.org/wisconsin/schilling/little_schilling_4744.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/schilling/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.537860,-89.037950
8405 Old WI-73 Bridge As a relatively old state designed truss bridge, this attractive structure features extensive v-lacing, something not found on all state highway truss bridges in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wisconsin State Highway Commission. 43.358582 -89.009039 Old WI-73 (River Road) Crawfish River Rural Columbia County, Wisconsin and Dodge County, Wisconsin Wisconsin United States Metal Parker Rivet-Connected Through Truss Fixed 9 0 0 0 1932 0 Unknown Wisconsin State Highway Commission 7 7 150 45.72 154 46.94 24 7.32 https://historicbridges.org/wisconsin/oldwi73/little_zimg_20211018_143021_small.jpg https://historicbridges.org/wisconsin/oldwi73/little_zimg_20211018_143021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/oldwi73/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.358582,-89.009039
8406 CR-G Bridge This is an increasingly rare example of a standard through truss in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 45.122092 -90.997713 CR-G Yellow River Rural Chippewa County, Wisconsin Wisconsin United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1939 0 Unknown 5 7 140 42.67 142.4 43.4 25 7.62 https://historicbridges.org/wisconsin/crgyellow/little_crgyellow_7786_small.jpg https://historicbridges.org/wisconsin/crgyellow/little_crgyellow_7786.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/crgyellow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.122092,-90.997713
8407 CR-K Bridge This is an increasingly rare example of a standard through truss in Wisconsin. The bridge features rolled wide flange beams for many members. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 44.952751 -91.267084 CR-K Yellow River Rural Chippewa County, Wisconsin Wisconsin United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1942 1985 Unknown 5 7 150 45.72 154.5 47.09 24 7.32 https://historicbridges.org/wisconsin/crkyellow/little_crkyellow_9055_small.jpg https://historicbridges.org/wisconsin/crkyellow/little_crkyellow_9055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/crkyellow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.952751,-91.267084
8408 Mayville Footbridge Dayton-Lincoln Bridge This is an outstanding example of a riveted pedestrian footbridge through truss. The technical description of the main or most noteworthy span of the bridge is a 135 ft (41.15 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 43.498114 -88.543682 Pedestrian Walkway (Dayton Street and Lincoln Lane) Rock River Mayville Dodge County, Wisconsin Wisconsin United States Metal Pratt Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 Unknown 6 7 135 41.15 135 41.15 0 0 https://historicbridges.org/wisconsin/mayville/little_mayville_4471_small.jpg https://historicbridges.org/wisconsin/mayville/little_mayville_4471.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/mayville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.498114,-88.543682
8409 Dewey Street Bridge This is a good, and uncommon, example of an open spandrel concrete arch bridge in Wisconsin. The technical description of the main or most noteworthy span of the bridge is a 107 ft (32.61 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 44.813820 -91.498711 Dewey Street Eau Claire River Eau Claire Eau Claire County, Wisconsin Wisconsin United States Concrete Open Spandrel Deck Arch Fixed 0 2 0 0 1931 1979 Unknown 6 7 107 32.61 216.5 65.99 42 12.8 https://historicbridges.org/wisconsin/dewey/little_dewey_0949_small.jpg https://historicbridges.org/wisconsin/dewey/little_dewey_0949.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/dewey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.813820,-91.498711
8410 Hennepin Canal Bridge 19 Hennepin Canal Lock 22 Bridge This is one of three extremely unusual small scale and early examples of lift bridges found over this historic canal. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, movable: vertical lift, Span Drive. The bridge was primarily built by Pittsburgh Steel Construction Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by United States Army Corps of Engineers and Major C.S Riche. 41.400937 -89.799378 CR-310 East (Abandoned Alignment) Hennepin Canal Rural Bureau County, Illinois Illinois United States Metal Through Girder Movable: Vertical Lift Span Drive 0 1 0 0 1904 0 Pittsburgh Steel Construction Company of Pittsburgh, Pennsylvania United States Army Corps of Engineers and Major C.S Riche 9 9 40 12.19 0 0 0 0 https://historicbridges.org/illinois/hennepin22lift/little_hennepin22lift_9568_small.jpg https://historicbridges.org/illinois/hennepin22lift/little_hennepin22lift_9568.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepin22lift/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.400937,-89.799378
8411 Dey Road Bridge High Street Bridge This is the last known surviving highway through truss in the county, and it has been bypassed and left in place for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 168.5 ft (51.36 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Toledo-Massillon Bridge Company of Toledo, Ohio. 41.290328 -84.385744 CR-42 (Dey Road) (High Street) Tiffin River Defiance Defiance County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1906 1983 Toledo-Massillon Bridge Company of Toledo, Ohio 7 7 168.5 51.36 170 51.82 16 4.88 https://historicbridges.org/ohio/deyroad/little_zimg_20211106_152230_small.jpg https://historicbridges.org/ohio/deyroad/little_zimg_20211106_152230.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/deyroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.290328,-84.385744
8412 Defiance Maumee River Railroad Bridge This is an outstanding example of an 1890s railroad through truss bridge, noted for its pedimented portal bracing and skew. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. 41.289041 -84.364887 Railroad (Napoleon, Defiance and Western) Maumee River Defiance Defiance County, Ohio Ohio United States Metal Pratt Pin-Connected Through Truss Fixed 6 4 Metal Through Girder Fixed 0 1 1893 0 Edge Moor Bridge Works of Wilmington, Delaware 8 8 151 46.02 690 210.31 17.3 5.27 https://historicbridges.org/ohio/defiancerr1/little_defiancerr1_8434_small.jpg https://historicbridges.org/ohio/defiancerr1/little_defiancerr1_8434.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/defiancerr1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.289041,-84.364887
8413 Defiance Auglaize River Railroad Bridge This massive membered deck truss bridge carries two sets of tracks on a busy railroad line. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 41.279791 -84.357579 Railroad (CSX) Auglaize River Defiance Defiance County, Ohio Ohio United States Metal Warren Rivet-Connected Deck Truss Fixed 8 3 0 0 0 0 Unknown 5 6 140 42.67 420 128.02 0 0 https://historicbridges.org/ohio/defiancerr2/little_defiancerr2_8638_small.jpg https://historicbridges.org/ohio/defiancerr2/little_defiancerr2_8638.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/defiancerr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.279791,-84.357579
8413 Napoleon Railroad Bridge This railroad bridge has been essentially abandoned, although the deck carries a small pipeline now. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.395221 -84.111844 Railroad (Abandoned Detroit, Toledo and Ironton) Maumee River Napoleon Henry County, Ohio Ohio United States Metal Warren Rivet-Connected Through Truss Fixed 6 4 0 0 0 0 King Bridge Company of Cleveland, Ohio 6 7 155 47.24 620 188.98 0 0 https://historicbridges.org/ohio/napoleonohio/little_napoleonohio_8875_small.jpg https://historicbridges.org/ohio/napoleonohio/little_napoleonohio_8875.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/napoleonohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.395221,-84.111844
8414 Crommer Park Bridge Old Elm Street Bridge This relocated and preserved pony truss bridge is noted for its tiny size, lacing on the top chord and end posts, and as a locally rare surviving example of its type. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio). 41.680521 -84.555656 Pedestrian Walkway Clear Fork Pioneer Williams County, Ohio Ohio United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 1898 0 Toledo Bridge Company of Toledo, Ohio (Former Smith Bridge Company of Toledo, Ohio) 7 8 30 9.14 31.4 9.57 14.1 4.3 https://historicbridges.org/ohio/pioneertruss/little_pioneertruss_6637_small.jpg https://historicbridges.org/ohio/pioneertruss/little_pioneertruss_6637.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/pioneertruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680521,-84.555656
8415 ! Hanover Road Bridge This large example of a style of bridge used in Michigan in the 1920s and 1930s for small-span crossings is noted for its lack of alteration and spalling, but it has been closed to traffic. The technical description of the main or most noteworthy span of the bridge is a 34.8 ft (10.61 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.097965 -84.691833 Hanover Road South Branch Kalamazoo River Rural Jackson County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1938 0 Unknown 1 4 34.8 10.61 36.7 11.19 26 7.92 https://historicbridges.org/michigan/hanover/little_hanover_6127_small.jpg https://historicbridges.org/michigan/hanover/little_hanover_6127.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hanover/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.097965,-84.691833
8416 Rutledge Park Bridge Tamarack Road Bridge Relocated and preserved in a park setting, this is the last surviving metal truss bridge in Hillsdale County. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 41.725132 -84.427293 Pedestrian Walkway Branch Mill Creek Waldron Hillsdale County, Michigan Michigan United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 1992 Unknown 5 9 0 0 0 0 0 0 https://historicbridges.org/michigan/rutledgepark/little_rutledgepark_7021_small.jpg https://historicbridges.org/michigan/rutledgepark/little_rutledgepark_7021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/rutledgepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.725132,-84.427293
8417 Townhall Road Bridge Beaverton School Forest Recreation Area Bridge Relocated and reused for pedestrians in a recreation area, this is one of the few preserved truss bridges in northern lower Michigan. One problem: They put the trusses up backwards! The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by H. Stewart. The bridge was primarily designed by Michigan State Highway Department. 43.898459 -84.527265 Pedestrian Walkway Unnamed Pond Rural Gladwin County, Michigan Michigan United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1917 2018 H. Stewart Michigan State Highway Department 5 7 65 19.81 67 20.42 0 0 https://historicbridges.org/michigan/beaverton/little_beaverton_0454_small.jpg https://historicbridges.org/michigan/beaverton/little_beaverton_0454.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beaverton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.898459,-84.527265
8418 Hemlock Road Bridge This is a representative example of a mid 20th century steel stringer bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by P. E. Mason Company of Sandusky, Michigan. 43.478274 -84.230323 Hemlock Road Weeks Drain Rural Saginaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1956 0 P. E. Mason Company of Sandusky, Michigan 1 1 36.7 11.19 40 12.19 24 7.32 https://historicbridges.org/michigan/hemlockroad/little_hemlockroad_1723_4_5vib_small.jpg https://historicbridges.org/michigan/hemlockroad/little_hemlockroad_1723_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hemlockroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478274,-84.230323
8419 Mission Road Bridge This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.680198 -84.767701 Mission Road Lewis Drain Rural Isabella County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1930 0 Unknown 1 4 20 6.1 23 7.01 36 10.97 https://historicbridges.org/michigan/mission/little_mission_9493_small.jpg https://historicbridges.org/michigan/mission/little_mission_9493.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mission/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.680198,-84.767701
8420 Tittabawassee Road Bridge This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 43.481872 -84.189675 Tittabawassee Road Whitmore Drain Rural Midland County, Michigan and Saginaw County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1932 0 Unknown 1 3 30 9.14 31.8 9.69 26 7.92 https://historicbridges.org/michigan/tittabawasseeroad/little_tittabawasseeroad_1645_small.jpg https://historicbridges.org/michigan/tittabawasseeroad/little_tittabawasseeroad_1645.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/tittabawasseeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.481872,-84.189675
8421 Salt River Railroad Bridge This traditional railroad plate girder bridge has been converted for pedestrian use on a rail-trail. The technical description of the main or most noteworthy span of the bridge is a 78 ft (23.77 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.677820 -84.394668 Railroad (Pere Marquette Rail-Trail) Salt River Rural Midland County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1907 0 Unknown 5 5 78 23.77 78 23.77 0 0 https://historicbridges.org/michigan/saltriverrr/little_saltriverrr_0793_4_5vib_small.jpg https://historicbridges.org/michigan/saltriverrr/little_saltriverrr_0793_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/saltriverrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.677820,-84.394668
8422 Hartley-Lickley Road Bridge One of the most unusual steel stringer bridges in Michigan, this bridge was built right over an intersection, and its also noted for its unaltered truss bridge style railings. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) arch, fixed. The bridge was primarily built by Gerrit Posthumus. 41.738705 -84.457549 Hartley Road and Lickley Road East Branch St. Joseph River Rural Hillsdale County, Michigan Michigan United States Arch Fixed 0 1 0 0 1947 0 Gerrit Posthumus 5 7 44 13.41 45 13.72 30 9.14 https://historicbridges.org/michigan/hartleylickley/little_hartleylickley_6874_small.jpg https://historicbridges.org/michigan/hartleylickley/little_hartleylickley_6874.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hartleylickley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.738705,-84.457549
8424 ! Territorial Road East Fork Bridge This is one of two steel stringers on this section of road using the concrete balustrade railing only used from 1926-1932 in Michigan. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.708505 -84.689664 Territorial Road East Fork West Branch St. Joseph River Rural Hillsdale County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown 2 4 44 13.41 45 13.72 22 6.71 https://historicbridges.org/michigan/territorialeast/little_territorialeast_6496_small.jpg https://historicbridges.org/michigan/territorialeast/little_territorialeast_6496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/territorialeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.708505,-84.689664
8425 ! Territorial Road West Fork Bridge This is one of two steel stringers on this section of road using the concrete balustrade railing only used from 1926-1932 in Michigan. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 41.708499 -84.691942 Territorial Road West Fork West Branch St. Joseph River Rural Hillsdale County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 1928 0 Unknown 2 4 38.7 11.8 40 12.19 22 6.71 https://historicbridges.org/michigan/territorialwest/little_territorialwest_6613_small.jpg https://historicbridges.org/michigan/territorialwest/little_territorialwest_6613.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/territorialwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.708499,-84.691942
8426 Olde Oneida Street Bridge Oneida Street Bridge This is a small bascule bridge noted for its single leaf design, since most highway bascule bridges are double-leaf. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal Variable Depth deck girder, movable: single leaf bascule. The bridge was primarily built by La Crosse Dredging Corporation of Chicago, Illinois. The bridge was primarily designed by Fenner-Brey Engineering of Manitowoc, Wisconsin and Charles W. Yoder and Associates of Milwaukee, Wisconsin. 44.253947 -88.403659 Olde Oneida Street Fox River Navigation Canal Appleton Outagamie County, Wisconsin Wisconsin United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule 0 1 Concrete Slab Fixed 0 1 1959 0 La Crosse Dredging Corporation of Chicago, Illinois Fenner-Brey Engineering of Manitowoc, Wisconsin and Charles W. Yoder and Associates of Milwaukee, Wisconsin 6 6 88 26.82 127.6 38.89 36 10.97 https://historicbridges.org/wisconsin/appletononeida/little_appletononeida_3094_small.jpg https://historicbridges.org/wisconsin/appletononeida/little_appletononeida_3094.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/appletononeida/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.253947,-88.403659
8427 Lawe Street Bridge This is a small bascule bridge noted for its single leaf design, since most highway bascule bridges are double-leaf. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal Variable Depth deck girder, movable: single leaf bascule. The bridge was primarily built by McMullen and Pitz Construction Company of Manitowoc, Wisconsin. The bridge was primarily designed by McMahon Engineering Company of Menasha, Wisconsin and M. B. Coifman of Milwaukee, Wisconsin. 44.255001 -88.396259 Lawe Street Fox River Navigation Canal Appleton Outagamie County, Wisconsin Wisconsin United States Metal Variable Depth Deck Girder Movable: Single Leaf Bascule 0 1 0 1 1954 2008 McMullen and Pitz Construction Company of Manitowoc, Wisconsin McMahon Engineering Company of Menasha, Wisconsin and M. B. Coifman of Milwaukee, Wisconsin 6 6 75 22.86 77 23.47 22 6.71 https://historicbridges.org/wisconsin/appletonlawe/little_appletonlawe_3241_small.jpg https://historicbridges.org/wisconsin/appletonlawe/little_appletonlawe_3241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/appletonlawe/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.255001,-88.396259
8428 Appleton Swing Railroad Bridge This is a classic railroad through truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 44.255404 -88.393671 Railroad (Canadian National) Fox River Navigation Canal Appleton Outagamie County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 3 0 0 Unknown 7 7 230 70.1 330 100.58 0 0 https://historicbridges.org/wisconsin/appletonrr/little_appletonrr_3463_small.jpg https://historicbridges.org/wisconsin/appletonrr/little_appletonrr_3463.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/appletonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.255404,-88.393671
8429 Waukon Pony Truss Bridge This is a classic pin connected pony truss that was moved to sit on the ground in this location sometime between 2013 and November 2015.   The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 43.287215 -91.470935 Nothing (Exhibit) Ground (Exhibit) Waukon Allamakee County, Iowa Iowa United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1899 0 Unknown 6 6 60 18.29 60 18.29 15 4.57 https://historicbridges.org/iowa/allamakeecountypony/little_allamakeecountypony_4483_small.jpg https://historicbridges.org/iowa/allamakeecountypony/little_allamakeecountypony_4483.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/allamakeecountypony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287215,-91.470935
8430 Village Creek Tributary Bridge This is a tiny, long-abandoned stone arch bridge, with an unknown history. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 43.286907 -91.470125 Abandoned Road Village Creek Tributary Waukon Allamakee County, Iowa Iowa United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/iowa/allamakeecountyarch/little_allamakeecountyarch_4528_small.jpg https://historicbridges.org/iowa/allamakeecountyarch/little_allamakeecountyarch_4528.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/allamakeecountyarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.286907,-91.470125
8431 Vine Street Bridge Iowa Bridge Number 12570 This is a very old and unaltered example of an urban style Luten arch bridge with the balustrade railings used for urban applications of the Luten patented arch design. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by N.M. Stark and Company of Des Moines, Iowa. The bridge was primarily designed by Daniel Luten. 42.954507 -91.808033 Vine Street Otter Creek West Union Fayette County, Iowa Iowa United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 N.M. Stark and Company of Des Moines, Iowa Daniel Luten 7 7 66 20.12 66 20.12 40 12.19 https://historicbridges.org/iowa/vinestreet/little_vinestreet_4234_small.jpg https://historicbridges.org/iowa/vinestreet/little_vinestreet_4234.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/vinestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.954507,-91.808033
8432 Red Bridge Iowa Bridge Number 61360 Abandoned and deteriorating, this is an exceedingly rare example of a combination truss, using both timber and metal in its construction. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Ainsworth L. Powell of Postville, Iowa and Worden-Allen Company of Milwaukee, Wisconsin. 43.130832 -91.424724 Fuel Hollow Road Yellow River Rural Allamakee County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1920 1948 Ainsworth L. Powell of Postville, Iowa and Worden-Allen Company of Milwaukee, Wisconsin 8 9 98 29.87 128 39.01 13.8 4.21 https://historicbridges.org/iowa/redbridgeallamakee/little_redbridgeallamakee_4381_small.jpg https://historicbridges.org/iowa/redbridgeallamakee/little_redbridgeallamakee_4381.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/redbridgeallamakee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.130832,-91.424724
8433 Fox Road Bridge Iowa Bridge Number 151070 This is an ancient 1882 railroad bridge that was moved here in 1905, with the railroad line here abandoned in 1938 and converted to highway later. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rust and Coolidge of Chicago, Illinois. 42.837771 -91.712013 Fox Road Volga River Rural Fayette County, Iowa Iowa United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1882 1905 Rust and Coolidge of Chicago, Illinois 8 8 158 48.16 158 48.16 14.8 4.51 https://historicbridges.org/iowa/foxroad/little_x_johnmarvig_79153_small.jpg https://historicbridges.org/iowa/foxroad/little_x_johnmarvig_79153.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/foxroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.837771,-91.712013
8434 Rock Creek Railroad Bridge This is an excellent example of a stone arch railroad bridge in Iowa. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 41.892346 -91.163248 Railroad (Union Pacific) Rock Creek Rural Cedar County, Iowa Iowa United States Stone Semicircular Deck Arch Fixed 0 2 0 0 1892 0 Unknown 6 6 25 7.62 50 15.24 0 0 https://historicbridges.org/iowa/stanwood/main_small.jpg https://historicbridges.org/iowa/stanwood/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/stanwood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.892346,-91.163248
8435 Wapsi Oaks Bridge This pony truss was probably moved here from an unknown prior location. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Joliet Bridge and Iron Company of Joliet, Illinois. 41.830402 -90.782385 Wapsi Oaks Entrance Road Calamus Creek Rural Clinton County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1911 0 Joliet Bridge and Iron Company of Joliet, Illinois 5 5 52 15.85 52 15.85 0 0 https://historicbridges.org/iowa/wapsioaks/little_wapsioaks_1798_small.jpg https://historicbridges.org/iowa/wapsioaks/little_wapsioaks_1798.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/wapsioaks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.830402,-90.782385
8436 Calamus Creek Bridge This is a classic pin connected pony truss hidden back on private property. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 41.831895 -90.779505 Private Farmland Access Calamus Creek Rural Clinton County, Iowa Iowa United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 60 18.29 60 18.29 0 0 https://historicbridges.org/iowa/calamuscreek/little_calamuscreek_1834_small.jpg https://historicbridges.org/iowa/calamuscreek/little_calamuscreek_1834.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/calamuscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.831895,-90.779505
8437 Lincoln Highway Calamus Creek Bridge This pony truss is located on an abandoned stub of the old alignment of the Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Iowa State Highway Commission. 41.829958 -90.789390 235th Street (Historic Lincoln Highway) Calamus Creek Rural Clinton County, Iowa Iowa United States Metal Warren Rivet-Connected Pony Truss Fixed 10 1 0 0 1921 0 Unknown Iowa State Highway Commission 4 4 95 28.96 95 28.96 0 0 https://historicbridges.org/iowa/lincolncalamus/little_lincolncalamus_1885_6_7vib_small.jpg https://historicbridges.org/iowa/lincolncalamus/little_lincolncalamus_1885_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lincolncalamus/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.829958,-90.789390
8438 Lincoln Highway Wapsipinicon River Bridge Iowa Bridge Number 121690 This is one of two interesting plate girder highway bridges on this former alignment of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Iowa State Highway Commission. 41.832950 -90.810280 235th Street (Historic Lincoln Highway) Wapsipinicon River Rural Clinton County, Iowa Iowa United States Metal Through Girder Fixed 0 2 Metal Stringer (Multi-Beam) Fixed 0 6 1930 0 Unknown Iowa State Highway Commission 6 6 82 24.99 420 128.02 24 7.32 https://historicbridges.org/iowa/lincolnwapsipinicon/little_lincolnwapsipinicon_2035_small.jpg https://historicbridges.org/iowa/lincolnwapsipinicon/little_lincolnwapsipinicon_2035.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lincolnwapsipinicon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.832950,-90.810280
8439 Lincoln Highway Wapsipinicon River Overflow Bridge Iowa Bridge Number 121700 This is one of two interesting plate girder highway bridges on this former alignment of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 83 ft (25.3 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Iowa State Highway Commission. 41.831696 -90.794986 235th Street (Historic Lincoln Highway) Wapsipinicon River Overflow Rural Clinton County, Iowa Iowa United States Metal Through Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1930 0 Unknown Iowa State Highway Commission 6 6 83 25.3 252 76.81 24 7.32 https://historicbridges.org/iowa/lincolnwapsipiniconoverflow/little_lincolnwapsipiniconoverflow_1984_5_6vib_small.jpg https://historicbridges.org/iowa/lincolnwapsipiniconoverflow/little_lincolnwapsipiniconoverflow_1984_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/lincolnwapsipiniconoverflow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.831696,-90.794986
8440 10th Avenue Bridge Iowa Bridge Number 8410, Historic Lincoln Highway Bridge This historic railroad overpass pony truss has been preserved for pedestrian use, as has the historic approaching brick roadway of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.929645 -91.429031 10th Avenue (Historic Lincoln Highway) Railroad (Union Pacific) Mt. Vernon Linn County, Iowa Iowa United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1915 2001 Unknown 7 7 60 18.29 97 29.57 16.7 5.09 https://historicbridges.org/iowa/mtvernon/little_mtvernon_2179_small.jpg https://historicbridges.org/iowa/mtvernon/little_mtvernon_2179.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=iowa/mtvernon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.929645,-91.429031
8441 CR-1670 Bridge This classic truss bridge has had its sway bracing altered, perhaps evidence that it was widened long ago. The technical description of the main or most noteworthy span of the bridge is a 82.4 ft (25.12 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.386800 -89.799140 CR-1670 (TR-235) Coal Creek Rural Bureau County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 0 0 Unknown 6 7 82.4 25.12 87.6 26.7 17.7 5.39 https://historicbridges.org/illinois/cr1670/little_cr1670_9553_small.jpg https://historicbridges.org/illinois/cr1670/little_cr1670_9553.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr1670/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.386800,-89.799140
8442 CR-1670 Bridge This example of a concrete through girder is noted for its lack of alteration and its span length. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete through girder, fixed. The bridge was primarily built by Unknown. 41.386847 -89.784543 CR-1670 (TR-235) Coal Creek Rural Bureau County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1925 0 Unknown 5 6 51 15.54 59 17.98 18 5.49 https://historicbridges.org/illinois/cr1670girder/little_cr1670girder_9919_20_21vib_small.jpg https://historicbridges.org/illinois/cr1670girder/little_cr1670girder_9919_20_21vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/cr1670girder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.386847,-89.784543
8443 Hennepin Canal Bridge 15 This is a good example of a standard through truss that was built for the Hennepin Canal. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.385682 -89.699418 Hennepin Canal Parkway Trail Hennepin Canal Rural Bureau County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 6 110 33.53 110 33.53 18 5.49 https://historicbridges.org/illinois/hennepin15/little_zimg_20211015_163807_small.jpg https://historicbridges.org/illinois/hennepin15/little_zimg_20211015_163807.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepin15/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.385682,-89.699418
8444 Hennepin Canal Bridge 24 This is a good example of a standard through truss that was built for the Hennepin Canal. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.418896 -89.938996 CR-2600 Hennepin Canal Rural Henry County, Illinois Illinois United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 Unknown 7 6 110 33.53 110 33.53 18 5.49 https://historicbridges.org/illinois/hennepin24/little_hennepin24_9082_small.jpg https://historicbridges.org/illinois/hennepin24/little_hennepin24_9082.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepin24/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.418896,-89.938996
8445 Mud Creek Private Bridge This is a pony truss bridge on private property, a farm access bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 41.419890 -89.925668 Farm Access Mud Creek Rural Henry County, Illinois Illinois United States This bridge is on private property. Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Unknown 5 5 60 18.29 60 18.29 0 0 https://historicbridges.org/illinois/mudcreek/main_small.jpg https://historicbridges.org/illinois/mudcreek/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mudcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.419890,-89.925668
8446 2nd Street Bridge This traditional riveted Pratt truss is an early example of a highway rivet connected pony truss in Illinois. The technical description of the main or most noteworthy span of the bridge is a 69 ft (21.03 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 41.383508 -89.843118 2nd Street (TR-10B) King Creek Mineral Bureau County, Illinois Illinois United States Metal Pratt Rivet-Connected Pony Truss Fixed 5 1 0 0 1899 0 Unknown 5 5 69 21.03 72 21.95 15.7 4.79 https://historicbridges.org/illinois/mineral/little_zimg_20211015_153730_small.jpg https://historicbridges.org/illinois/mineral/little_zimg_20211015_153730.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/mineral/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.383508,-89.843118
8447 Hennepin Canal Railroad Bridge This is an excellent example of a post-1900 Chicago North Western Railroad lattice truss bridge. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.382900 -89.684272 Railroad (Union Pacific) Hennepin Canal Rural Bureau County, Illinois Illinois United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 9 1 0 0 1905 0 American Bridge Company of New York, New York 7 7 115 35.05 115 35.05 0 0 https://historicbridges.org/illinois/hennepinrr/little_hennepinrr_0208_09_10vib_small.jpg https://historicbridges.org/illinois/hennepinrr/little_hennepinrr_0208_09_10vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/hennepinrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.382900,-89.684272
8448 Cole Creek Private Bridge This traditional riveted pony truss bridge is a farm access bridge on private property. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 41.373575 -89.761159 Farm Access Cole Creek Rural Bureau County, Illinois Illinois United States This bridge is on private property. Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 60 18.29 60 18.29 15 4.57 https://historicbridges.org/illinois/colecreek/little_colecreek_9973_small.jpg https://historicbridges.org/illinois/colecreek/little_colecreek_9973.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/colecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.373575,-89.761159
8449 ! Big Cut Road Bridge Records indicate that this is an ancient 1872 railroad pony truss that was moved here in 1906 to be used as a highway over railroad overpass bridge. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 42.050859 -90.036542 Big Cut Road Railroad (BNSF) Rural Carroll County, Illinois Illinois United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 8 1872 0 Unknown 8 8 73.2 22.31 194 59.13 12 3.66 https://historicbridges.org/illinois/bigcut/little_bigcut_8152_small.jpg https://historicbridges.org/illinois/bigcut/little_bigcut_8152.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/bigcut/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.050859,-90.036542
8450 Demeter Drive Bridge Krape Park Demeter Drive Bridge This bridge combines the technology of riveted connections with pinned connections, making it a hybrid showing the transition from these two connection types. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal multiple-type-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 42.277145 -89.646840 Demeter Drive (Park Court) Yellow Creek Freeport Stephenson County, Illinois Illinois United States Metal Pratt Multiple-Type-Connected Full-Slope Pony Truss Fixed 5 1 0 0 0 2011 Unknown 5 5 60 18.29 62 18.9 12.8 3.9 https://historicbridges.org/illinois/stephensonyellowcreek2/little_stephensonyellowcreek2_7039_small.jpg https://historicbridges.org/illinois/stephensonyellowcreek2/little_stephensonyellowcreek2_7039.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonyellowcreek2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.277145,-89.646840
8451 South Park Road Bridge This is an outstanding example of a concrete rigid-frame bridge, richly detailed in Art Deco or Art Moderne reminiscent styling. The technical description of the main or most noteworthy span of the bridge is a 73.2 ft (22.31 m) concrete rigid-frame, fixed. The bridge was primarily built by Alfred C. Daughenbaugh and R. K. Eastman. The bridge was primarily designed by Morgan Ipsen. 42.273293 -89.652585 South Park Road Yellow Creek Freeport Stephenson County, Illinois Illinois United States Concrete Rigid-Frame Fixed 0 1 0 0 1934 0 Alfred C. Daughenbaugh and R. K. Eastman Morgan Ipsen 5 7 73.2 22.31 80 24.38 19.7 6 https://historicbridges.org/illinois/stephensonyellowcreek/little_stephensonyellowcreek_6934_5_6vib_small.jpg https://historicbridges.org/illinois/stephensonyellowcreek/little_stephensonyellowcreek_6934_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonyellowcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.273293,-89.652585
8452 North Park Road Bridge Built to serve an entrance to a large city park, this concrete t-beam is noted for its ornamental details. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.278634 -89.652578 North Park Road Yellow Creek Freeport Stephenson County, Illinois Illinois United States Concrete T-Beam Fixed 0 2 0 0 1919 0 Unknown 2 5 62 18.9 127 38.71 20.3 6.19 https://historicbridges.org/illinois/stephensonyellowcreek3/little_stephensonyellowcreek3_7159_60_61vib_small.jpg https://historicbridges.org/illinois/stephensonyellowcreek3/little_stephensonyellowcreek3_7159_60_61vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stephensonyellowcreek3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.278634,-89.652578
8453 Sisler Bridge This is a representative, unaltered example of a concrete through girder in Illinois, a state which built a fair number of this nationally uncommon bridge type. The technical description of the main or most noteworthy span of the bridge is a 37.4 ft (11.4 m) concrete through girder, fixed. The bridge was primarily built by O. H. Kleven. The bridge was primarily designed by Illinois Division of Highways. 42.136801 -89.995241 Old Galena Trail Branch of East Fork of Plum River Rural Carroll County, Illinois Illinois United States Concrete Through Girder Fixed 0 1 0 0 1925 0 O. H. Kleven Illinois Division of Highways 5 5 37.4 11.4 38.7 11.8 18 5.49 https://historicbridges.org/illinois/sisler/little_sisler_7567_8_9vib_small.jpg https://historicbridges.org/illinois/sisler/little_sisler_7567_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/sisler/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.136801,-89.995241
8454 Red Cedar River Railroad Bridge Menomonie Railroad Bridge This classic 19th century Chicago North Western Railway lattice truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 44.883218 -91.933679 Railroad (Abandoned Union Pacific) Red Cedar River Menomonie Dunn County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 12 2 Metal Stringer (Multi-Beam) Fixed 0 19 1892 1921 Lassig Bridge and Iron Works of Chicago, Illinois 7 7 150 45.72 470 143.26 0 0 https://historicbridges.org/wisconsin/redcedarriver/little_zimg_20211017_181323_small.jpg https://historicbridges.org/wisconsin/redcedarriver/little_zimg_20211017_181323.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/redcedarriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.883218,-91.933679
8455 Downsville Railroad Bridge Chicago, Milwaukee, St. Paul and Pacific Railroad Bridge M-522 This is a very old Pratt through truss railroad bridge that was moved to this location in 1905. The technical description of the main or most noteworthy span of the bridge is a 158 ft (48.16 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Rust and Coolidge of Chicago, Illinois. 44.776904 -91.940031 Railroad (Red Cedar State Rail-Trail) Red Cedar River Downsville Dunn County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 18 1882 1905 Rust and Coolidge of Chicago, Illinois 7 8 158 48.16 370 112.78 0 0 https://historicbridges.org/wisconsin/downsville/little_x_johnmarvig_47159_small.jpg https://historicbridges.org/wisconsin/downsville/little_x_johnmarvig_47159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/downsville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.776904,-91.940031
8456 Price Road Private Bridge This tiny pony truss bridge connects a farm to a house. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible in the distance from a public road, but please do not approach and visit without permission. HistoricBridges.org obtained permission to take the photos in the gallery. 42.927784 -84.729938 Farm Access Morris Drain Rural Clinton County, Michigan Michigan United States This bridge is on private property. The bridge is visible in the distance from a public road, but please do not approach and visit without permission. HistoricBridges.org obtained permission to take the photos in the gallery. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Unknown 6 6 30 9.14 30 9.14 0 0 https://historicbridges.org/michigan/priceprivate/little_addprice_8900_small.jpg https://historicbridges.org/michigan/priceprivate/little_addprice_8900.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/priceprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927784,-84.729938
8457 Tallman Road Private Bridge This abandoned pony truss bridge once provided access between farmland divided by this drain and is one of only two documented examples of the Michigan Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Michigan Bridge Company of Portland, Michigan. Special note about bridge location: This bridge is on private property. 42.887785 -84.755240 Farm Access Morris Drain Rural Clinton County, Michigan Michigan United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1899 0 Michigan Bridge Company of Portland, Michigan 6 9 45 13.72 45 13.72 0 0 https://historicbridges.org/michigan/tallmanprivate/little_redo2021_1924_5_6vib_small.jpg https://historicbridges.org/michigan/tallmanprivate/little_redo2021_1924_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/tallmanprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.887785,-84.755240
8458 Rumbly Bridge Bridge of Pines This remarkable footbridge of lightweight construction blends right into the trees, with its tall, stilt-like bents and unusual double-Warren trusses. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and Worden-Allen Company of Milwaukee, Wisconsin. The bridge was primarily designed by A. Y. Bayne and Company of Minneapolis, Minnesota. 44.961240 -91.402851 Pedestrian Walkway Ravine Chippewa Falls Chippewa County, Wisconsin Wisconsin United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 3 0 0 1907 1913 Wisconsin Bridge and Iron Company of Milwaukee, Wisconsin and Worden-Allen Company of Milwaukee, Wisconsin A. Y. Bayne and Company of Minneapolis, Minnesota 7 8 60 18.29 144 43.89 14 4.27 https://historicbridges.org/wisconsin/rumbly/little_zimg_20211017_132012_small.jpg https://historicbridges.org/wisconsin/rumbly/little_zimg_20211017_132012.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/rumbly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.961240,-91.402851
8460 Cedar Falls Bridge An uncommon example of a highway deck truss, this bridge's smaller approach deck truss has an unusual bearing halfway up the endpost of the larger main deck truss span. The technical description of the main or most noteworthy span of the bridge is a 145 ft (44.2 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 44.934521 -91.888586 CR-BB Tainter Lake (Red Cedar River) Cedar Falls Dunn County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Deck Truss Fixed 10 4 0 0 1935 1992 Unknown 6 7 145 44.2 431 131.37 30 9.14 https://historicbridges.org/wisconsin/tainterlakecedarfalls/little_zimg_20211017_182756_small.jpg https://historicbridges.org/wisconsin/tainterlakecedarfalls/little_zimg_20211017_182756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tainterlakecedarfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.934521,-91.888586
8461 S Bridge This is a railroad bridge noted for its "S" curve design, but is very hard to photograph. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Minneapolis Steel and Machinery Company of Minneapolis, Minnesota. 44.814069 -91.493943 Railroad (Chippewa River State Rail-Trail) Chippewa River Eau Claire Eau Claire County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Deck Truss Fixed 11 3 Metal Deck Girder Fixed 0 0 1910 0 Minneapolis Steel and Machinery Company of Minneapolis, Minnesota 5 6 100 30.48 440 134.11 0 0 https://historicbridges.org/wisconsin/eauclairesbridge/little_eauclairesbridge_1003_4_5vib_small.jpg https://historicbridges.org/wisconsin/eauclairesbridge/little_eauclairesbridge_1003_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/eauclairesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.814069,-91.493943
8462 Gilbert Creek Railroad Bridge Bridge M-538 This railroad pony truss was moved here long ago, and today serves a trail. The technical description of the main or most noteworthy span of the bridge is a 97.5 ft (29.72 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 44.872505 -91.941914 Railroad (Red Cedar State Rail-Trail) Gilbert Creek Menomonie Dunn County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Pony Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 0 1900 0 Lassig Bridge and Iron Works of Chicago, Illinois 5 5 97.5 29.72 140 42.67 0 0 https://historicbridges.org/wisconsin/redcedartrail/little_redcedartrail_2728_small.jpg https://historicbridges.org/wisconsin/redcedartrail/little_redcedartrail_2728.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/redcedartrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.872505,-91.941914
8463 Meadow Hill Bridge Wilson Creek Railroad Bridge This lattice through truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois and American Bridge Company of New York, New York. 44.885657 -91.929811 Railroad (Abandon Union Pacific) Wilson Creek Menomonie Dunn County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 11 1 Metal Deck Girder Fixed 0 1 1896 1957 Lassig Bridge and Iron Works of Chicago, Illinois and American Bridge Company of New York, New York 7 6 150 45.72 226 68.88 0 0 https://historicbridges.org/wisconsin/meadowhill/little_zimg_20211017_180955_small.jpg https://historicbridges.org/wisconsin/meadowhill/little_zimg_20211017_180955.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/meadowhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.885657,-91.929811
8464 Red Cedar River Railroad Bridge This is a very late example of a pin-connected railroad truss bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 44.908717 -91.897414 Railroad (Union Pacific) Red Cedar River Menomonie Dunn County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Deck Truss Fixed 6 2 Metal Deck Girder Fixed 0 2 1912 0 American Bridge Company of New York, New York 6 6 160 48.77 480 146.3 0 0 https://historicbridges.org/wisconsin/menomonierr/little_x_johnmarvig_86217_small.jpg https://historicbridges.org/wisconsin/menomonierr/little_x_johnmarvig_86217.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/menomonierr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.908717,-91.897414
8465 Red Cedar River Railroad Bridge This is an unusual bridge as a relatively short example of a railroad Parker through truss span. The technical description of the main or most noteworthy span of the bridge is a 245 ft (74.68 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. 45.005306 -91.757701 Railroad (Canadian National) Red Cedar River Rural Dunn County, Wisconsin Wisconsin United States Metal Parker Rivet-Connected Through Truss Fixed 8 1 0 0 1905 0 Unknown 6 7 245 74.68 245 74.68 0 0 https://historicbridges.org/wisconsin/cnredcedarcolfax/little_x_johnmarvig_58542_small.jpg https://historicbridges.org/wisconsin/cnredcedarcolfax/little_x_johnmarvig_58542.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/cnredcedarcolfax/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.005306,-91.757701
8466 Old Wooden Bridge This is a locally uncommon example of a timber stringer railroad overpass. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) wood stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 44.077162 -87.836461 Wooden Bridge Road (Old Wooden Bridge Lane) Railroad (Soo Line) Rural Manitowoc County, Wisconsin Wisconsin United States Wood Stringer (Multi-Beam) Fixed 0 6 0 0 0 0 Unknown 5 5 20 6.1 101.4 30.91 18.4 5.61 https://historicbridges.org/wisconsin/oldwooden/little_oldwooden_4000_small.jpg https://historicbridges.org/wisconsin/oldwooden/little_oldwooden_4000.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/oldwooden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.077162,-87.836461
8467 Promen Drive Bridge Lakeside Park Bridge This attractive concrete arch bridge with stone facing compliments the beauty of the park it is located in. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by J. Rassmussen and Sons Co.. The bridge was primarily designed by Charles Whitney. 43.797530 -88.443536 Promen Drive Lakeside Creek Fond du Lac Fond du Lac County, Wisconsin Wisconsin United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 J. Rassmussen and Sons Co. Charles Whitney 5 5 60 18.29 60 18.29 25 7.62 https://historicbridges.org/wisconsin/promendrive/little_promendrive_4351_small.jpg https://historicbridges.org/wisconsin/promendrive/little_promendrive_4351.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/promendrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.797530,-88.443536
8468 Morse Mill Road Bridge This is a historic Pratt through truss bridge that has been left standing for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri. 38.275333 -90.652408 Morse Mill Road Big River Rural Jefferson County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 10 1 0 0 1887 0 St. Louis Bridge and Iron Company of St. Louis, Missouri 7 8 180 54.86 185 56.39 15 4.57 https://historicbridges.org/missouri/mo_morsemill/little_mo_morsemillrick-_3130_small.jpg https://historicbridges.org/missouri/mo_morsemill/little_mo_morsemillrick-_3130.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_morsemill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.275333,-90.652408
8469 Crystal City Underground Bridge Sand Mine Bridge This bridge is noted for its very unusual member design and connection details. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 38.212973 -90.372836 Mine Access Plattin Creek Rural Jefferson County, Missouri Missouri United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/missouri/mo_crystal/little_mo_crystal_4134_small.jpg https://historicbridges.org/missouri/mo_crystal/little_mo_crystal_4134.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_crystal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.212973,-90.372836
8470 Byrnesville Bridge Lalumondiere Mill Bridge This Pratt truss is reportedly both privately owned, but also open to public pedestrian traffic. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by St. Louis Bridge and Iron Company of St. Louis, Missouri (Likely Builder). 38.391871 -90.638090 Old Byrnesville Road Big River Rural Jefferson County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1892 0 St. Louis Bridge and Iron Company of St. Louis, Missouri (Likely Builder) 7 7 0 0 0 0 0 0 https://historicbridges.org/missouri/mo_byrnesville/little_mo_byrnesville_3075_small.jpg https://historicbridges.org/missouri/mo_byrnesville/little_mo_byrnesville_3075.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/mo_byrnesville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.391871,-90.638090
8471 ! Brighton Approach Bridge Colerain Viaduct This overpass bridge is noted for its deep, heavy beams and curved design. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete continuous t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by City of Cincinnati. 39.122996 -84.532839 Colerain Avenue Ramp Central Parkway (US-27, US-127, US-52) Cincinnati Hamilton County, Ohio Ohio United States Concrete T-Beam Fixed 0 Continuous 7 0 0 1925 0 Unknown City of Cincinnati 4 6 51 15.54 110 33.53 32.2 9.81 https://historicbridges.org/ohio/brightonbridge/little_brightonbridge_9043_small.jpg https://historicbridges.org/ohio/brightonbridge/little_brightonbridge_9043.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/brightonbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.122996,-84.532839
8472 L Eden Park Reservoir Dam Very little remains of this dam, which featured a bridge-like design, with a deck on top, and was noted for its ornate stonework and handsome lattice railing. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) stone deck arch, fixed. The bridge was primarily built by Unknown. 39.111848 -84.492170 Remains of Dam Access Road Drained Reservoir Cincinnati Hamilton County, Ohio Ohio United States Stone Deck Arch Fixed 0 8 0 0 1878 0 Unknown 5 5 55 16.76 1250 381 25 7.62 https://historicbridges.org/ohio/edenparkreservoirdam/little_edenparkreservoirdam_9550_small.jpg https://historicbridges.org/ohio/edenparkreservoirdam/little_edenparkreservoirdam_9550.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edenparkreservoirdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.111848,-84.492170
8473 L Twin Lakes Bridge This small park footbridge was a very old concrete arch bridge, but what is seen today may not be original. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Granitoid Company of Cincinnati, Ohio. 39.117762 -84.487306 Pedestrian Walkway Twin Lakes Cincinnati Hamilton County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1903 0 Granitoid Company of Cincinnati, Ohio 1 1 0 0 0 0 0 0 https://historicbridges.org/ohio/edenparktwinlakesbridge/little_edenparktwinlakesbridge_9850_1_2vib_small.jpg https://historicbridges.org/ohio/edenparktwinlakesbridge/little_edenparktwinlakesbridge_9850_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/edenparktwinlakesbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.117762,-84.487306
8474 OH-82 Chippewa Creek Bridge This bridge was designed as a stone faced concrete arch bridge to blend in with its scenic setting. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by D. H. Overman and Ohio State Highway Department. 41.320266 -81.621767 Chippewa Road (OH-82) Chippewa Creek Brecksville Cuyahoga County, Ohio Ohio United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1932 1997 Unknown D. H. Overman and Ohio State Highway Department 5 5 70 21.34 73.2 22.31 36 10.97 https://historicbridges.org/ohio/chippewacreekoh82bridge/little_chippewacreekoh82bridge_1450_small.jpg https://historicbridges.org/ohio/chippewacreekoh82bridge/little_chippewacreekoh82bridge_1450.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/chippewacreekoh82bridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.320266,-81.621767
8475 Ottawa Park Bridge This concrete through girder with articulated floorbeams is located in a park setting. The technical description of the main or most noteworthy span of the bridge is a concrete through girder, fixed. The bridge was primarily built by Unknown. 41.665843 -83.598543 Golf Cart Path Ottawa River Toledo Lucas County, Ohio Ohio United States Concrete Through Girder Fixed 0 1 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/ohio/toledopark/little_rick-img_6952_small.jpg https://historicbridges.org/ohio/toledopark/little_rick-img_6952.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledopark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.665843,-83.598543
8477 Hallett Street Railroad Overpass This traditional riveted plate girder overpass stands out on a local level as Hillsdale County does not have the large cities where this bridge type is more common. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.912715 -84.648730 Railroad (Indiana Northeastern) Hallett Street Hillsdale Hillsdale County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 4 1915 0 Unknown 2 6 35 10.67 100 30.48 0 0 https://historicbridges.org/michigan/hallett/little_hallett_6277_small.jpg https://historicbridges.org/michigan/hallett/little_hallett_6277.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hallett/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.912715,-84.648730
8478 Homer Mill Race Bridge This small arch bridge is in a park and only used by pedestrians today. It has been altered with new concrete and railings on the north side only. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.146294 -84.802449 Leigh Street (Abandoned Alignment) Kalamazoo River (Mill Race) Homer Calhoun County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 34 10.36 65 19.81 16 4.88 https://historicbridges.org/michigan/homer/little_zimg_20211106_093013_small.jpg https://historicbridges.org/michigan/homer/little_zimg_20211106_093013.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/homer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.146294,-84.802449
8479 OH-424 Benien Creek Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.362442 -84.153430 OH-424 Benien Creek Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 0 Unknown 7 7 19 5.79 24 7.32 0 0 https://historicbridges.org/ohio/oh424_1_benien/little_oh424_1_benien_8680_1_2vib_small.jpg https://historicbridges.org/ohio/oh424_1_benien/little_oh424_1_benien_8680_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_1_benien/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.362442,-84.153430
8480 OH-424 County Ditch 970 Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.369416 -84.151976 OH-424 County Ditch 970 Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 0 Unknown 7 7 18 5.49 25 7.62 0 0 https://historicbridges.org/ohio/oh424_2_countyditch970/little_oh424_2_countyditch970_8722_small.jpg https://historicbridges.org/ohio/oh424_2_countyditch970/little_oh424_2_countyditch970_8722.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_2_countyditch970/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.369416,-84.151976
8481 OH-424 Garrett Creek Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.381210 -84.143925 OH-424 (Riverview Avenue) Garrett Creek Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 0 Unknown 7 7 19 5.79 25 7.62 0 0 https://historicbridges.org/ohio/oh424_3_garrett/little_oh424_3_garrett_8785_small.jpg https://historicbridges.org/ohio/oh424_3_garrett/little_oh424_3_garrett_8785.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_3_garrett/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.381210,-84.143925
8482 OH-424 Oberhaus Creek Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.399658 -84.113432 OH-424 (Riverview Avenue) Oberhaus Creek Napoleon Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 0 Unknown 7 7 20 6.1 28 8.53 0 0 https://historicbridges.org/ohio/oh424_4_oberhaus/little_oh424_4_oberhaus_8932_small.jpg https://historicbridges.org/ohio/oh424_4_oberhaus/little_oh424_4_oberhaus_8932.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424_4_oberhaus/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.399658,-84.113432
8483 Old US-24 North Turkeyfoot Creek Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.414365 -83.992819 Old US-24 North Turkeyfoot Creek Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 2015 Unknown 7 7 34 10.36 40 12.19 0 0 https://historicbridges.org/ohio/oldus24_5_turkeyfoot/little_zimg_20211106_171118_small.jpg https://historicbridges.org/ohio/oldus24_5_turkeyfoot/little_zimg_20211106_171118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_5_turkeyfoot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.414365,-83.992819
8484 Old US-24 Dry Creek Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a 20.4 ft (6.22 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.417181 -83.982835 Old US-24 Dry Creek Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 0 Unknown 7 7 20.4 6.22 23 7.01 0 0 https://historicbridges.org/ohio/oldus24_6_drycreek/little_zimg_20211106_171457_small.jpg https://historicbridges.org/ohio/oldus24_6_drycreek/little_zimg_20211106_171457.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_6_drycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.417181,-83.982835
8485 Old US-24 Bad Creek Bridge The only multi-span version of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. Also has a special monument. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by James Durbin. 41.423584 -83.946611 Old US-24 Bad Creek Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 2 0 0 1842 0 James Durbin 7 8 25 7.62 60 18.29 0 0 https://historicbridges.org/ohio/oldus24_7_badcreek/little_zimg_20211106_172054_small.jpg https://historicbridges.org/ohio/oldus24_7_badcreek/little_zimg_20211106_172054.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_7_badcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.423584,-83.946611
8486 Old US-24 Belly Creek Bridge One of several surviving stone arch bridges, many at least partially rehabbed, among the oldest in Ohio, that originally served the Miami and Erie Canal, but not carries a highway. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.423286 -83.943745 Old US-24 Belly Creek Rural Henry County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1842 0 Unknown 7 7 0 0 18 5.49 0 0 https://historicbridges.org/ohio/oldus24_8_bellycreek/little_zimg_20211106_172607_small.jpg https://historicbridges.org/ohio/oldus24_8_bellycreek/little_zimg_20211106_172607.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oldus24_8_bellycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.423286,-83.943745
8487 CR-F Railroad Overpass This is a representative example of nine overpasses that were built in this area as part of an 8.4-mile elevated section called Delta Hill which carried the Malinta Cutoff portion of the Detroit, Toledo and Ironton line over the New York Central and Wabash lines near Delta. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) concrete slab, fixed. The bridge was primarily built by Unknown. 41.559059 -84.032849 Railroad (Indiana and Ohio) CR-F Rural Fulton County, Ohio Ohio United States Concrete Slab Fixed 0 3 0 0 1929 0 Unknown 5 5 34 10.36 51 15.54 0 0 https://historicbridges.org/ohio/fultoncrf/little_fultoncrf_7879_small.jpg https://historicbridges.org/ohio/fultoncrf/little_fultoncrf_7879.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultoncrf/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.559059,-84.032849
8488 Wabash Cannonball Trail Overpass This is a representative example of nine overpasses that were built in this area as part of an 8.4-mile elevated section called Delta Hill which carried the Malinta Cutoff portion of the Detroit, Toledo and Ironton line over the New York Central and Wabash lines near Delta. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.555778 -84.032829 Railroad (Indiana and Ohio) Railroad (Wabash Cannonball Rail-Trail) Rural Fulton County, Ohio Ohio United States Metal Through Girder Fixed 0 1 Concrete T-Beam Fixed 0 4 1929 0 Unknown 5 5 84 25.6 210 64.01 0 0 https://historicbridges.org/ohio/fultonwabashtrail/little_zimg_20211106_141911_small.jpg https://historicbridges.org/ohio/fultonwabashtrail/little_zimg_20211106_141911.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fultonwabashtrail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.555778,-84.032829
8489 OH-424 Railroad Overpass This is a representative example of a railroad overpass that was built by the Detroit, Toledo and Ironton Railroad, which was noted for using a distinctive ornate railing design. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 41.415026 -84.032927 Railroad (Indiana and Ohio) OH-424 (Riverview Avenue) Rural Henry County, Ohio Ohio United States Concrete Slab Fixed 0 1 0 0 1927 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ohio/oh424rroverpass/little_oh424rroverpass_9019_small.jpg https://historicbridges.org/ohio/oh424rroverpass/little_oh424rroverpass_9019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/oh424rroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.415026,-84.032927
8490 CR-T Bridge This small bridge is an example of an unusual aesthetic railing design that may have been a county design. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete slab, fixed. The bridge was primarily built by Unknown. 41.695134 -84.384814 CR-T Smith Drain Rural Fulton County, Ohio Ohio United States Concrete Slab Fixed 0 1 0 0 1938 0 Unknown 1 1 21 6.4 23 7.01 24 7.32 https://historicbridges.org/ohio/crtsmithdrain/little_crtsmithdrain_7144_small.jpg https://historicbridges.org/ohio/crtsmithdrain/little_crtsmithdrain_7144.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crtsmithdrain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.695134,-84.384814
8492 L Cass Street Bridge This is a non-historic replacement bridge, but it appears the original stones from a previous historic stone arch bridge were placed on the replacement bridge as decorations! The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) stone Segmental deck arch, fixed. The bridge was primarily built by Robert Dunn and Company of Detroit, Michigan. The bridge was primarily designed by Keepers and Thacher of Detroit, Michigan. 42.245289 -84.752169 Cass Street Kalamazoo River Albion Calhoun County, Michigan Michigan United States Stone Segmental Deck Arch Fixed 0 3 0 0 1896 0 Robert Dunn and Company of Detroit, Michigan Keepers and Thacher of Detroit, Michigan 1 1 51.8 15.79 155.8 47.49 40 12.19 https://historicbridges.org/michigan/cassalbion/little_cassalbion_6010_1_2vib_small.jpg https://historicbridges.org/michigan/cassalbion/little_cassalbion_6010_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cassalbion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.245289,-84.752169
8493 Main Street Bean Creek Bridge This is an unusual steel stringer bridge due to its span length which exceeds 60 feet, resulting in uncommon riveted built-up beams. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Joseph Plozai, Inc. of Detroit, Michigan and American Bridge Company of New York, New York. The bridge was primarily designed by Michigan State Highway Department. 41.719476 -84.220932 Main Street Bean Creek Morenci Lenawee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1949 2020 Joseph Plozai, Inc. of Detroit, Michigan and American Bridge Company of New York, New York Michigan State Highway Department 2 6 68 20.73 70 21.34 38 11.58 https://historicbridges.org/michigan/morencimiddle/little_morencimiddle_7291_small.jpg https://historicbridges.org/michigan/morencimiddle/little_morencimiddle_7291.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morencimiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.719476,-84.220932
8494 Morenci Road Ranger Creek Bridge This small bridge is noted for its combination of concrete railing posts, and the least common form of metal post on its R4 railing. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 41.718198 -84.238453 Morenci Road Ranger Creek Rural Lenawee County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 1950 0 Unknown Michigan State Highway Department 1 1 27 8.23 27 8.23 40 12.19 https://historicbridges.org/michigan/morenciwest/little_morenciwest_7210_small.jpg https://historicbridges.org/michigan/morenciwest/little_morenciwest_7210.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/morenciwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.718198,-84.238453
8495 Benn Road Bridge Severely deteriorated, this is one of the last surviving examples of a bridge from before 1940 that features type R4 railing. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.295839 -84.560185 Benn Road Sandstone Creek Rural Jackson County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1939 0 Unknown 2 5 47 14.33 49 14.94 27 8.23 https://historicbridges.org/michigan/benn/little_benn_5971_small.jpg https://historicbridges.org/michigan/benn/little_benn_5971.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/benn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295839,-84.560185
8497 Mulberry Road Bridge This bridge is noted for its relatively long spans for a concrete t-beam bridge over a river, and it retains original R4 railing as well. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) concrete t-beam, fixed. The bridge was primarily built by Fred H. Price and Company. 41.738951 -84.233277 Mulberry Road Lime Creek Rural Lenawee County, Michigan Michigan United States Concrete T-Beam Fixed 0 2 0 0 1957 0 Fred H. Price and Company 1 3 45 13.72 90 27.43 22 6.71 https://historicbridges.org/michigan/mulberryroadlimecreek/little_x_paulplassman_2017_12-16_0556_small.jpg https://historicbridges.org/michigan/mulberryroadlimecreek/little_x_paulplassman_2017_12-16_0556.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mulberryroadlimecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.738951,-84.233277
8498 M-156 Bear Creek Bridge Morey Highway Bridge This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 31 ft (9.45 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 41.819258 -84.235189 M-156 (Morey Highway) Bear Creek Rural Lenawee County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1925 0 Unknown Michigan State Highway Department 1 4 31 9.45 31 9.45 31 9.45 https://historicbridges.org/michigan/m156bearcreek/little_x_paulplassman_2018_03-11_1486_small.jpg https://historicbridges.org/michigan/m156bearcreek/little_x_paulplassman_2018_03-11_1486.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m156bearcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.819258,-84.235189
8499 Wabash Memorial Bridge This large bridge over a big river is hidden away in a thickly forested area that this highway passes through. The technical description of the main or most noteworthy span of the bridge is a 427 ft (130.15 m) metal continuous (arch and suspended deck) tied Braced Ribbed through arch, fixed. The bridge was primarily built by Traylor Brothers of Evansville, Indiana and Olinger Brothers. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 37.943871 -88.036182 IN-62 and IL-141 Wabash River Rural White County, Illinois and Posey County, Indiana Illinois and Indiana United States Metal Braced Ribbed Tied Through Arch Fixed 14 Continuous (Arch and Suspended Deck) 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 48 1956 2009 Traylor Brothers of Evansville, Indiana and Olinger Brothers Sverdrup and Parcel of St. Louis, Missouri 6 7 427 130.15 2400 731.52 26 7.92 https://historicbridges.org/indiana/wabashmemorial/little_wabashmemorial_4055_small.jpg https://historicbridges.org/indiana/wabashmemorial/little_wabashmemorial_4055.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashmemorial/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.943871,-88.036182
8500 Kansas Road Bridge Vanderburgh County Bridge 80 This is an abandoned ca. 1909 pony truss with pin connections and is noted for its skew. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. 38.064350 -87.473235 Kansas Road Bluegrass Creek Rural Vanderburgh County, Indiana Indiana United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1909 0 Unknown 6 6 76 23.16 78 23.77 15.7 4.79 https://historicbridges.org/indiana/kansasroad/little_in_kansasroad_3926_small.jpg https://historicbridges.org/indiana/kansasroad/little_in_kansasroad_3926.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/kansasroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.064350,-87.473235
8501 Heuer Bridge Perryville Road Bridge This is an increasingly rare example of a standard riveted pony truss in Missouri, and perhaps one of the only ones safe from demolition as it was moved to private property. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 37.364095 -89.561807 Private Drive Cape La Croix Creek Rural Cape Girardeau County, Missouri Missouri United States This bridge is on private property. The bridge is visible from the nearby public road. Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 1914 0 Unknown 4 6 50 15.24 51 15.54 0 0 https://historicbridges.org/missouri/heuer/little_heuer_2798_small.jpg https://historicbridges.org/missouri/heuer/little_heuer_2798.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/heuer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.364095,-89.561807
8502 Old US-61 Ramsey Branch Bridge This is an increasingly rare example of a standard riveted pony truss in Missouri. The technical description of the main or most noteworthy span of the bridge is a 80.4 ft (24.51 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Illinois Steel Bridge Company of Jacksonville, Illinois and Rouse Construction Company of Cape Girardeau, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 37.259909 -89.564855 Old US-61 (Kingshighway) Ramsey Branch (Little Ramsey Creek) Cape Girardeau Cape Girardeau County, Missouri Missouri United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 Concrete T-Beam Fixed 0 2 1928 0 Illinois Steel Bridge Company of Jacksonville, Illinois and Rouse Construction Company of Cape Girardeau, Missouri Missouri State Highway Commission 4 6 80.4 24.51 176.8 53.89 20 6.1 https://historicbridges.org/missouri/ramsey/little_ramsey_2601_small.jpg https://historicbridges.org/missouri/ramsey/little_ramsey_2601.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/ramsey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.259909,-89.564855
8503 Sandy Lee Watkins Park Bridge 2 Toler Bridge This is the second historic bridge moved and preserved at Sandy Watkins Park. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Champion Bridge Company of Wilmington, Ohio. 37.775900 -87.390000 Pedestrian Walkway Lick Creek Tributary Rural Henderson County, Kentucky Kentucky United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 2021 Champion Bridge Company of Wilmington, Ohio 7 7 60 18.29 60 18.29 11.5 3.51 https://historicbridges.org/kentucky/sandywatkins2/little_ky_sandywatkins2_3710_small.jpg https://historicbridges.org/kentucky/sandywatkins2/little_ky_sandywatkins2_3710.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/sandywatkins2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.775900,-87.390000
8504 Dyers Hill Creek Bridge This is a rare example of a steel stringer bridge with lattice railings, and it serves a driveway. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 37.204010 -88.397930 Private Drive Dyers Hill Creek Rural Livingston County, Kentucky Kentucky United States This bridge is on private property. The bridge is visible from the nearby public road. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 4 5 30 9.14 30 9.14 0 0 https://historicbridges.org/kentucky/dyershill/little_ky_dyershill_3675_small.jpg https://historicbridges.org/kentucky/dyershill/little_ky_dyershill_3675.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/dyershill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.204010,-88.397930
8505 ! North-Brighton Bridge This former Pennsylvania Railroad overpass is noted for its concrete encased girder design and its location right at an intersection, making it an extremely wide bridge. The technical description of the main or most noteworthy span of the bridge is a 84 ft (25.6 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. 40.453885 -80.014662 North Avenue and Brighton Road Railroad (Norfolk Southern) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal (Concrete Encased) Through Girder Fixed 0 1 0 0 1929 0 Unknown 5 4 84 25.6 88 26.82 36 10.97 https://historicbridges.org/pennsylvania/northbrighton/little_northbrighton_9853_4_5vib_small.jpg https://historicbridges.org/pennsylvania/northbrighton/little_northbrighton_9853_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/northbrighton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.453885,-80.014662
8506 Lake Elizabeth Bridges This listing covers two concrete arch bridges that are found providing pedestrian access to a small island in Lake Elizabeth near the National Avirary. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.453462 -80.012181 Pedestrian Walkway Lake Elizabeth Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 3 3 51 15.54 51 15.54 0 0 https://historicbridges.org/pennsylvania/lakeelizabeth/little_lakeelizabeth_9889_90_91vib_small.jpg https://historicbridges.org/pennsylvania/lakeelizabeth/little_lakeelizabeth_9889_90_91vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lakeelizabeth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.453462,-80.012181
8507 Ohiopyle High Bridge This is a high level deck plate girder that has been converted for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 39.875523 -79.494118 Railroad (Great Allegheny Passage Rail-Trail) Youghioogheny River Ohiopyle Fayette County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 6 0 0 0 0 Unknown 4 5 110 33.53 570 173.74 0 0 https://historicbridges.org/pennsylvania/ohiopyle/little_ohiopyle_zimg_20211003_140626_small.jpg https://historicbridges.org/pennsylvania/ohiopyle/little_ohiopyle_zimg_20211003_140626.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ohiopyle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.875523,-79.494118
8508 Turtle Creek Railroad Bridge This traditional deck plate girder railroad bridge sits right where Turtle Creek empties into the Monongahela River. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 40.389848 -79.852167 Railroad (Former Baltimore and Ohio) Turtle Creek North Versailles and North Braddock Allegheny County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 2 1 75 22.86 155 47.24 0 0 https://historicbridges.org/pennsylvania/turtlecreekgirder/little_turtlecreekgirder_3910_small.jpg https://historicbridges.org/pennsylvania/turtlecreekgirder/little_turtlecreekgirder_3910.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/turtlecreekgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.389848,-79.852167
8509 Woodvale Street Bridge This is a representative example of a state standard small-scale steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 39.973819 -79.616216 Woodvale Street (PA-1053) Gist Run Dunbar Fayette County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 0 Unknown 1 1 30 9.14 33 10.06 26 7.92 https://historicbridges.org/pennsylvania/woodvale/little_woodvale_zimg_20211003_145341_small.jpg https://historicbridges.org/pennsylvania/woodvale/little_woodvale_zimg_20211003_145341.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/woodvale/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.973819,-79.616216
8510 Clairton Works Railroad Bridge This low level viaduct style bridge with a variety of span lengths on its approach heads into a steel mill. The technical description of the main or most noteworthy span of the bridge is a 155 ft (47.24 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is partially on private property. The bridge is visible from the nearby public road. 40.302550 -79.877410 Railroad (Wheeling and Lake Erie) PA-837 (State Street) and Railroad (Norfolk Southern) Clairton Allegheny County, Pennsylvania Pennsylvania United States This bridge is partially on private property. The bridge is visible from the nearby public road. Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 6 155 47.24 385 117.35 0 0 https://historicbridges.org/pennsylvania/clairtontrussbridge/little_day2clairtontrussbridge10791_small.jpg https://historicbridges.org/pennsylvania/clairtontrussbridge/little_day2clairtontrussbridge10791.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtontrussbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.302550,-79.877410
8511 Clairton Works Bridge South This is one of two private highway bridges that provide access to the Clairton Works steel mill. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 40.294320 -79.873390 Mill Drive Railroad (Norfolk Southern) Clairton Allegheny County, Pennsylvania Pennsylvania United States This bridge is on private property. The bridge is visible from the nearby public road. Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 2 2 67 20.42 605 184.4 0 0 https://historicbridges.org/pennsylvania/clairtongirderbridgesouth/little_day2clairtongirderbridgesouth10820_1_2_tonemappedv_small.jpg https://historicbridges.org/pennsylvania/clairtongirderbridgesouth/little_day2clairtongirderbridgesouth10820_1_2_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtongirderbridgesouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.294320,-79.873390
8512 Clairton Works Bridge North This is one of two private highway bridges that provide access to the Clairton Works steel mill. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. The bridge is visible from the nearby public road. 40.307270 -79.885850 Mill Drive Railroad (Norfolk Southern) Clairton Allegheny County, Pennsylvania Pennsylvania United States This bridge is on private property. The bridge is visible from the nearby public road. Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 2 2 125 38.1 560 170.69 0 0 https://historicbridges.org/pennsylvania/clairtongirderbridgenorth/little_day2clairtongirderbridgenorth10831_small.jpg https://historicbridges.org/pennsylvania/clairtongirderbridgenorth/little_day2clairtongirderbridgenorth10831.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/clairtongirderbridgenorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.307270,-79.885850
8513 Wall Bridge Spring Hill Road Bridge, Bridge Street Bridge This abandoned plate girder highway bridge has fairly large girder spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal through girder, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania. 40.393980 -79.798070 Spring Hill Road (Bridge Street) Railroad (Norfolk Southern), Railroad Street, and Turtle Creek Wall and Monroeville Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 2 Concrete Slab Fixed 0 1 1915 1972 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania 4 4 120 36.58 268 81.69 24 7.32 https://historicbridges.org/pennsylvania/bridgestreetwilmerding/little_day2bridgestreetwilmerding10849_50_51_tonemappedv_small.jpg https://historicbridges.org/pennsylvania/bridgestreetwilmerding/little_day2bridgestreetwilmerding10849_50_51_tonemappedv.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bridgestreetwilmerding/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.393980,-79.798070
8515 Turtle Creek Stone Arch Railroad Bridge Jammed in an area with an unusual number of bridges crossing the creek, this stone arch bridge has been altered with the addition of concrete. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.392900 -79.836320 Railroad (Norfolk Southern) Turtle Creek and Railroad East Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 3 0 0 0 0 Unknown 5 4 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/westinghousestone/little_day2westinghouse9426_7_8_tonemappedp_small.jpg https://historicbridges.org/pennsylvania/westinghousestone/little_day2westinghouse9426_7_8_tonemappedp.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westinghousestone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.392900,-79.836320
8516 PA-837 - New England Hollow Road Bridge This is a bridge of tiny span but extremely wide width as it carries two roads, and appears to have been widened at some point in its history. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by James W. Powers. 40.318780 -79.899320 New England Hollow Road and PA-837 (Clairton Dravosburg Road) Unnamed Stream or Run Clairton Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 0 0 0 0 0 James W. Powers 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/newenglandroadpa837/little_day2newenglandroadpa83710164_small.jpg https://historicbridges.org/pennsylvania/newenglandroadpa837/little_day2newenglandroadpa83710164.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/newenglandroadpa837/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.318780,-79.899320
8517 Bowman Avenue Bridge This is a tiny concrete rigid-frame bridge with decorative railing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.354160 -79.843160 Bowman Avenue Cliff Street McKeesport Allegheny County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1935 0 Unknown 1 2 32.2 9.81 35 10.67 23 7.01 https://historicbridges.org/pennsylvania/bowmanavenuebridge/little_day2bowmanavenuebridge10914_small.jpg https://historicbridges.org/pennsylvania/bowmanavenuebridge/little_day2bowmanavenuebridge10914.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bowmanavenuebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.354160,-79.843160
8518 Maple Avenue Bridge This small overpass bridge was designed with aesthetics in mind. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.471160 -80.007890 Maple Avenue Charles Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1929 1953 Booth and Flinn Company of Pittsburgh, Pennsylvania Pittsburgh Department of Public Works 3 3 38 11.58 42 12.8 24 7.32 https://historicbridges.org/pennsylvania/swindelloverpass/little_day5swindelloverpass5198_small.jpg https://historicbridges.org/pennsylvania/swindelloverpass/little_day5swindelloverpass5198.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/swindelloverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.471160,-80.007890
8519 Parkway West Carnegie Interchange I-376 Carnegie Interchange Exit 65 This expressway interchange is noted for its use of through plate girders. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.412910 -80.079650 I-376 Ramp I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway West) Carnegie and Scott Township Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 3 0 0 1952 1976 Unknown 5 5 99 30.18 172 52.43 30 9.14 https://historicbridges.org/pennsylvania/carnegieinterchange376/little_day5carnegieinterchange3766036_small.jpg https://historicbridges.org/pennsylvania/carnegieinterchange376/little_day5carnegieinterchange3766036.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/carnegieinterchange376/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.412910,-80.079650
8520 Greentree Road Bridge This overpass is noted for its riveted, arched, built-up beam design. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.421010 -80.046350 Greentree Road (PA-121) I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway West) Green Tree Allegheny County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1950 1977 Unknown 4 4 85 25.91 142 43.28 54 16.46 https://historicbridges.org/pennsylvania/greentree/little_day5greentree5658_small.jpg https://historicbridges.org/pennsylvania/greentree/little_day5greentree5658.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greentree/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.421010,-80.046350
8521 Rosslyn Road Bridge This is a representative example of a plate girder overpass on the parkway. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.420400 -80.092630 Rosslyn Road I-376, US-22, US-30 (Penn Lincoln Parkway / Parkway West) Rosslyn Farms Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 3 0 0 1951 1976 Unknown 2 2 114 34.75 184 56.08 32.5 9.91 https://historicbridges.org/pennsylvania/rosslynfarms376/little_day5rosslynfarms3765354_small.jpg https://historicbridges.org/pennsylvania/rosslynfarms376/little_day5rosslynfarms3765354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rosslynfarms376/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.420400,-80.092630
8522 Sawmill Run Bridge This abandoned bridge hints at a former intersection arrangement in this area. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.443830 -80.029140 Abandoned Road Sawmill Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/oldsawmillrunbridge/little_day3oldsawmillrunbridge8113_small.jpg https://historicbridges.org/pennsylvania/oldsawmillrunbridge/little_day3oldsawmillrunbridge8113.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldsawmillrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.443830,-80.029140
8523 Carson Street Saw Mill Run Bridge This tiny concrete arch bridge is hidden underneath ramps and roads in this area. The technical description of the main or most noteworthy span of the bridge is a 36 ft (10.97 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.444300 -80.028080 Carson Street Saw Mill Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 1 1 36 10.97 36 10.97 40 12.19 https://historicbridges.org/pennsylvania/sawmillrunbridge/little_day5sawmillrunbridge5332_small.jpg https://historicbridges.org/pennsylvania/sawmillrunbridge/little_day5sawmillrunbridge5332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrunbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444300,-80.028080
8524 Saw Mill Run Railroad Bridge This is a tiny concrete arch railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.444660 -80.027620 Railroad (CSX) Saw Mill Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 0 Unknown 2 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sawmillrunrrbridge/little_day5sawmillrunrrbridge5325_small.jpg https://historicbridges.org/pennsylvania/sawmillrunrrbridge/little_day5sawmillrunrrbridge5325.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrunrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444660,-80.027620
8525 West End Stone Arch Railroad Bridge This unusual skewed stone arch bridge is buried by trees today. The technical description of the main or most noteworthy span of the bridge is a stone deck arch, fixed. The bridge was primarily built by Unknown. 40.444800 -80.029730 Railroad (Norfolk Southern) Railroad (Abandoned Pittsburgh Northwestern Railway) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Stone Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/westendrr/little_day3westendrr7028_small.jpg https://historicbridges.org/pennsylvania/westendrr/little_day3westendrr7028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/westendrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.444800,-80.029730
8526 Saw Mill Run Building Bridge In Pittsburgh, the City of Bridges, even buildings can come in the form of a bridge, in this case a riveted deck plate girder. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.442730 -80.031500 110 South Main Street (Building) Saw Mill Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/sawmillrunbuildingbridge/little_day3sawmillrunbuildingbridge7814_small.jpg https://historicbridges.org/pennsylvania/sawmillrunbuildingbridge/little_day3sawmillrunbuildingbridge7814.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sawmillrunbuildingbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.442730,-80.031500
8527 Old Ligonier Street Bridge Picadio Lane Bridge This long abandoned concrete arch bridge is extremely deteriorated. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.262175 -79.196940 Ligonier Street / PA-711 (Abandoned Alignment) Mill Creek Rural Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/pa711arch/little_pa711arch0151_small.jpg https://historicbridges.org/pennsylvania/pa711arch/little_pa711arch0151.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa711arch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.262175,-79.196940
8529 PA-711 Mill Creek Bridge This is a representative example of a standard steel stringer from the mid 20th century illustrating the distinctive ornamental railing in use at that time. The technical description of the main or most noteworthy span of the bridge is a 38 ft (11.58 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.255380 -79.211210 PA-711 Mill Creek Rural Westmoreland County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 0 Unknown Pennsylvania State Highway Department 1 2 38 11.58 79 24.08 38 11.58 https://historicbridges.org/pennsylvania/pa711b/little_pa711b0088_small.jpg https://historicbridges.org/pennsylvania/pa711b/little_pa711b0088.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/pa711b/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.255380,-79.211210
8531 Donegal Lake Road Bridge This is a small but unaltered example of a concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.129380 -79.369290 Donegal Lake Road (TR-880) 4 Mile Run Rural Westmoreland County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1920 0 Unknown 4 3 22 6.71 24 7.32 17 5.18 https://historicbridges.org/pennsylvania/donegallakeroad/little_donegallakeroad0021_small.jpg https://historicbridges.org/pennsylvania/donegallakeroad/little_donegallakeroad0021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/donegallakeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.129380,-79.369290
8532 140th Avenue Bridge This is a representative example of a steel stringer overpass over US-131, which used R4 railing for its overpasses. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.710195 -85.661400 140th Avenue US-131 Rural Allegan County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1957 0 Carl Goodwin and Sons of Allegan, Michigan Michigan State Highway Department 2 2 59.4 18.11 187.7 57.21 26 7.92 https://historicbridges.org/michigan/140th131/little_jasonholloway-20220102_130517_small.jpg https://historicbridges.org/michigan/140th131/little_jasonholloway-20220102_130517.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/140th131/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.710195,-85.661400
8533 Lutz Road Bridge As a pre-1960 bridge, this is among the earlier pre-stressed concrete bridges in Michigan. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete box beam, fixed. The bridge was primarily built by Brooks and Metcalfe. 41.842929 -85.623544 Lutz Road Fawn River Rural St. Joseph County, Michigan Michigan United States Pre-Stressed Concrete Box Beam Fixed 0 2 0 0 1959 0 Brooks and Metcalfe 1 1 45 13.72 90 27.43 30 9.14 https://historicbridges.org/michigan/lutz/little_jasonholloway-20211013_161840_small.jpg https://historicbridges.org/michigan/lutz/little_jasonholloway-20211013_161840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lutz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.842929,-85.623544
8534 M-89 Wabascon Creek Bridge This is a state standard steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.352108 -85.253783 M-89 (Michigan Avenue) Wabascon Creek Bedford Calhoun County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1947 0 L. W. Lamb Company of Jackson, Michigan Michigan State Highway Department 1 1 45 13.72 45 13.72 46.6 14.2 https://historicbridges.org/michigan/m89wabascon/little_jasonholloway-20211001_163620_small.jpg https://historicbridges.org/michigan/m89wabascon/little_jasonholloway-20211001_163620.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m89wabascon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.352108,-85.253783
8535 Union City Road Bridge This standard steel stringer bridge with R4 railing features steel intermediate railing posts and concrete end posts. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.065456 -85.128446 Union City Road (Coldwater Street) Coldwater River Union City Branch County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1955 0 Unknown 1 1 40 12.19 110 33.53 24 7.32 https://historicbridges.org/michigan/unioncityroad/little_jasonholloway-20211015_144714_small.jpg https://historicbridges.org/michigan/unioncityroad/little_jasonholloway-20211015_144714.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/unioncityroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.065456,-85.128446
8536 Johnson Ditch Bridge This tiny riveted pony truss is a remnant of the historic Lincoln Highway. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.175322 -85.268927 US-33 (Historic Lincoln Highway) (Goshen Road) (Abandoned Alignment) Johnson Ditch Rural Allen County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1913 0 Unknown 5 6 34 10.36 35 10.67 15.7 4.79 https://historicbridges.org/indiana/oldlincoln33/little_jasonholloway-20211208_144201_small.jpg https://historicbridges.org/indiana/oldlincoln33/little_jasonholloway-20211208_144201.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/oldlincoln33/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.175322,-85.268927
8537 Mishawaka Avenue Railroad Overpass This is a regionally rare example of a concrete arch railroad overpass, and is noted for its handsome architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 74 ft (22.56 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Foley Brothers and Fulton and Peppard of St. Paul, Minnesota. 41.666159 -86.231935 Railroad (Canadian National) Mishawaka Avenue South Bend St. Joseph County, Indiana Indiana United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1929 0 Foley Brothers and Fulton and Peppard of St. Paul, Minnesota 6 7 74 22.56 134 40.84 28 8.53 https://historicbridges.org/indiana/sbarchoverpass/little_jasonholloway-20211231_163924_small.jpg https://historicbridges.org/indiana/sbarchoverpass/little_jasonholloway-20211231_163924.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/sbarchoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.666159,-86.231935
8538 Grand River North Railroad Bridge This is a large, but traditional railroad deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.992813 -85.673471 Railroad (Grand Rapids Eastern) Grand River Grand Rapids Kent County, Michigan Michigan United States Metal Deck Girder Fixed 0 9 0 0 1907 0 American Bridge Company of New York, New York 3 3 100 30.48 720 219.46 0 0 https://historicbridges.org/michigan/northrr/little_northrrbridge21_small.jpg https://historicbridges.org/michigan/northrr/little_northrrbridge21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/northrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.992813,-85.673471
8539 Silver Lake Road Culvert This is a tiny example of a style of bridge and culvert used in Michigan in the 1920s and 1930s for small-span crossings is noted for its distinctive solid parapet railing. The technical description of the main or most noteworthy span of the bridge is a concrete culvert, fixed. The bridge was primarily built by Unknown. 42.809617 -83.745954 Silver Lake Road Lake Ponemah and Silver Lake Outlet Fenton Genesee County, Michigan Michigan United States Concrete Culvert Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/silverlakeculvert/little_img_20210730_152348b_small.jpg https://historicbridges.org/michigan/silverlakeculvert/little_img_20210730_152348b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/silverlakeculvert/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.809617,-83.745954
8540 Mendon Railroad Bridge This abandoned and traditional railroad deck plate girder bridge is located in a park setting. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.000070 -85.459140 Railroad (Abandoned Conrail) St. Joseph River Mendon St. Joseph County, Michigan Michigan United States Metal Deck Girder Fixed 0 6 0 0 0 0 Unknown 2 5 0 0 0 0 0 0 https://historicbridges.org/michigan/mendonrr/little_p1810468_small.jpg https://historicbridges.org/michigan/mendonrr/little_p1810468.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/mendonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.000070,-85.459140
8541 Fenton Road Railroad Overpass This is an example of a concrete encased steel stringer railroad overpass. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.998979 -83.693187 Railroad (Canadian National) Fenton Road Flint Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/michigan/fentonrr/little_p1750496_small.jpg https://historicbridges.org/michigan/fentonrr/little_p1750496.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fentonrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.998979,-83.693187
8542 Flint River and East Boulevard Railroad Bridge This is a traditional deck plate girder railroad bridge over the river, and this listing also includes photos of a nearby overpass bridge as well. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.056948 -83.666483 Railroad (CSX) Flint River and East Boulevard Flint Genesee County, Michigan Michigan United States Metal Deck Girder Fixed 0 4 0 0 1916 0 American Bridge Company of New York, New York 1 1 70 21.34 255 77.72 0 0 https://historicbridges.org/michigan/flintwaterplantrr/little_brg_5021_small.jpg https://historicbridges.org/michigan/flintwaterplantrr/little_brg_5021.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/flintwaterplantrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.056948,-83.666483
8543 McCurdy-Mitchell Park Bridge This pedestrian bridge was erected here in using salvaged riveted steel beams from another unknown bridge. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.985957 -84.125282 Pedestrian Walkway Shiawassee River Corunna Shiawassee County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 1973 Unknown 1 1 52 15.85 104 31.7 0 0 https://historicbridges.org/michigan/corunna/little_p2840280_small.jpg https://historicbridges.org/michigan/corunna/little_p2840284.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/corunna/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.985957,-84.125282
8544 Muir Railroad Bridge This is a traditional railroad deck plate girder bridge that has been converted for rail-trail use. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 42.996915 -84.928834 Railroad (Fred Meijer Clinton-Ionia-Shiawassee Rail-Trail) Maple River Muir Ionia County, Michigan Michigan United States Metal Deck Girder Fixed 0 6 0 0 0 0 Unknown 1 3 0 0 0 0 0 0 https://historicbridges.org/michigan/muirrr/little_20150806_162103_small.jpg https://historicbridges.org/michigan/muirrr/little_20150806_162103.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/muirrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.996915,-84.928834
8545 Beaver Road Private Bridge Hembling Drain Bridge This is a simple steel footbridge that was built by someone who salvaged and reused lattice railing from an unknown previous bridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.667544 -83.996337 Abandoned Private Walkway Hembling Drain Rural Bay County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/beaverroadprivate/little_beaverroadprivate_6121_small.jpg https://historicbridges.org/michigan/beaverroadprivate/little_beaverroadprivate_6121.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beaverroadprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.667544,-83.996337
8546 Petersburg Bridge Pike County Bridge 150 This may be the only remaining example of a bowstring built by this company and with these unique design details. The technical description of the main or most noteworthy span of the bridge is a 92.5 ft (28.19 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder). 38.487781 -87.285912 Water Street Prides Creek Petersburg Pike County, Indiana Indiana United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 10 1 0 0 1875 2021 Smith Bridge Company of Toledo, Ohio (Design, Fabricator) and William T. Washer of Troy, Indiana (Builder) 9 9 92.5 28.19 94.2 28.71 12 3.66 https://historicbridges.org/indiana/petersburg/main_small.jpg https://historicbridges.org/indiana/petersburg/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/petersburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.487781,-87.285912
8547 L Gold Star Memorial Bridge Groton-New London Bridge This is a large deck truss that today is only significant for its surviving original approach spans. The technical description of the main or most noteworthy span of the bridge is a 540 ft (164.59 m) metal continuous bolt-connected Warren deck truss, fixed. The bridge was primarily built by Harris Structural Steel Company of New York, New York. 41.363865 -72.087419 I-95 Northbound Thames River and Various Roads and Railroads New London and Groton New London County, Connecticut Connecticut United States Metal Warren Bolt-Connected Deck Truss Fixed 0 Continuous 11 Metal Warren Rivet-Connected Deck Truss Fixed 10 Continuous (Straight Chords) 20 1943 1975 Harris Structural Steel Company of New York, New York 6 6 540 164.59 5931.4 1807.89 80 24.38 https://historicbridges.org/connecticut/newlondon/little_newlondon_2884_5_6vib_small.jpg https://historicbridges.org/connecticut/newlondon/little_newlondon_2884_5_6vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newlondon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.363865,-72.087419
8548 L New London - Groton Railroad Bridge This bridge, sadly altered by loss of its main span, was the work of several nationally recognized engineers. The technical description of the main or most noteworthy span of the bridge is a 212 ft (64.62 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Heel Trunnion. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Ralph Modjeski and Gustav Lindenthal . 41.363110 -72.087745 Railroad (Amtrak Northeast Corridor) Thames River New London and Groton New London County, Connecticut Connecticut United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Heel Trunnion 0 1 Metal Parker Rivet-Connected Through Truss Fixed 9 4 1919 0 American Bridge Company of New York, New York Strauss Bascule Bridge Company (Strauss Engineering Company) of Chicago, Illinois and Ralph Modjeski and Gustav Lindenthal 6 7 212 64.62 1394 424.89 0 0 https://historicbridges.org/connecticut/newlondonrailroadbridge/little_newlondonrailroadbridge_2947_8_9vib_small.jpg https://historicbridges.org/connecticut/newlondonrailroadbridge/little_newlondonrailroadbridge_2947_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newlondonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.363110,-72.087745
8549 Devon Bridge This bridge is configured as a pair of bridges, each containing noteworthy approach spans and bascule main spans that are among the oldest of their kind in the entire country.. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.205208 -73.110168 Railroad (Amtrak Northeast Corridor and Metro North) Housatonic River Stratford and Milford New Haven County, Connecticut and Fairfield County, Connecticut Connecticut United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Baltimore Pin-Connected Through Truss Fixed 14 6 1905 1990 American Bridge Company of New York, New York Scherzer Rolling Lift Bridge Company of Chicago, Illinois 8 9 110 33.53 1052 320.65 0 0 https://historicbridges.org/connecticut/devonrailroadbridge/little_devonrailroadbridge_9088_89_90vib_small.jpg https://historicbridges.org/connecticut/devonrailroadbridge/little_devonrailroadbridge_9088_89_90vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/devonrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.205208,-73.110168
8550 Westport Railroad Bridge This railroad bridge contains a small plate girder bascule span that is among the oldest surviving Scherzer rolling lift bascules in the country. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal deck girder, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 41.119388 -73.368523 Railroad (Amtrak Northeast Corridor and Metro North) Saugatuck River Westport Fairfield County, Connecticut Connecticut United States Metal Deck Girder Movable: Single Leaf Bascule Rolling Lift 0 1 Metal Deck Girder Fixed 0 5 1905 1990 Pennsylvania Steel Company of Steelton, Pennsylvania Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 98 29.87 459 139.9 0 0 https://historicbridges.org/connecticut/saugatuckriverrailroadbridge/little_saugatuckriverrailroadbridge_8107_8_9vib_small.jpg https://historicbridges.org/connecticut/saugatuckriverrailroadbridge/little_saugatuckriverrailroadbridge_8107_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/saugatuckriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.119388,-73.368523
8551 Grand Avenue Bridge This modern, non-historic swing bridge is only included on this website because, aside from the use of bolts instead of rivets, otherwise appears to replicate the bridge it replaced fairly closely. The technical description of the main or most noteworthy span of the bridge is a 210 ft (64.01 m) metal pin-connected Pratt through truss, movable: swing, Center Pier. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. The bridge was primarily designed by H. C. Keith and C. W. Kelly. 41.308964 -72.887861 Grand Avenue Quinnipiac River Fair Haven New Haven County, Connecticut Connecticut United States Metal Pratt Pin-Connected Through Truss Movable: Swing Center Pier 0 1 Metal Deck Girder Fixed 0 4 1984 0 Berlin Iron Bridge Company of East Berlin, Connecticut H. C. Keith and C. W. Kelly 0 0 210 64.01 426 129.84 34 10.36 https://historicbridges.org/connecticut/newhavengrandavenue/little_newhavengrandavenue_9528_29_30vib_small.jpg https://historicbridges.org/connecticut/newhavengrandavenue/little_newhavengrandavenue_9528_29_30vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newhavengrandavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.308964,-72.887861
8552 Succor Brook Culvert This small concrete culvert has riveted lattice railing which may have been salvaged from the previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a concrete culvert, fixed. The bridge was primarily built by Unknown. 41.451300 -72.461160 Lumber Yard Road (Connecticut River Road) Succor Brook East Haddam Middlesex County, Connecticut Connecticut United States Concrete Culvert Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/connecticut/succorbrookbridge/little_succorbrookbridge_1896_small.jpg https://historicbridges.org/connecticut/succorbrookbridge/little_succorbrookbridge_1896.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/succorbrookbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.451300,-72.461160
8553 Mattabesset River Bridge This unusual plate girder currently carries a waterline, but it may have originally been a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.617090 -72.711730 Water Pipeline Mattabesset River Cromwell Middlesex County, Connecticut and Hartford County, Connecticut Connecticut United States Metal Through Girder Fixed 0 1 Metal Deck Girder Fixed 0 1 0 0 Unknown 3 3 100 30.48 180 54.86 0 0 https://historicbridges.org/connecticut/mattabessetrivergirder/little_mattabessetrivergirder_0513_small.jpg https://historicbridges.org/connecticut/mattabessetrivergirder/little_mattabessetrivergirder_0513.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/mattabessetrivergirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.617090,-72.711730
8554 CR-910 South Bridge This steel stringer bridge appears to have salvaged and reused lattice railings from a previous bridge. The technical description of the main or most noteworthy span of the bridge is a 28.2 ft (8.6 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 38.422837 -86.394098 CR-910 South Branch of Patoka River Rural Orange County, Indiana Indiana United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 1993 Unknown 1 1 28.2 8.6 30.2 9.2 15.7 4.79 https://historicbridges.org/indiana/latticebridge/little_latticebridge_1964_5_6r_small.jpg https://historicbridges.org/indiana/latticebridge/little_latticebridge_1964_5_6r.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/latticebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.422837,-86.394098
8555 Pleasant View Road Bridge Unaltered with original railings, this bridge is a good representative example of a concrete curved t-beam overpass in Indiana. The technical description of the main or most noteworthy span of the bridge is a 65.5 ft (19.96 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Indiana State Highway Commission. 39.661736 -85.943108 Pleasant View Road (Walnut Street) I-74 Pleasant View Shelby County, Indiana Indiana United States Concrete Curved T-Beam Fixed 0 4 0 0 1958 1999 Unknown Indiana State Highway Commission 2 3 65.5 19.96 216.5 65.99 28 8.53 https://historicbridges.org/indiana/i74walnutstreetoverpass/little_i74walnutstreetoverpass_4557_8_9vib_small.jpg https://historicbridges.org/indiana/i74walnutstreetoverpass/little_i74walnutstreetoverpass_4557_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/i74walnutstreetoverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.661736,-85.943108
8557 Grayville Railroad Bridge This bridge has a long, complicated history that includes collapses twice in its history. The technical description of the main or most noteworthy span of the bridge is a 238 ft (72.54 m) metal pin-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 38.230912 -87.983405 Railroad (Illinois Central) Wabash River Grayville White County, Illinois and Gibson County, Indiana Illinois and Indiana United States Metal Pratt Pin-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Pin-Connected Through Truss Fixed 8 0 1892 2005 Unknown 8 8 238 72.54 2700 822.96 0 0 https://historicbridges.org/indiana/wabashriverrailroadbridge/little_wabashriverrailroadbridge_3272ab_small.jpg https://historicbridges.org/indiana/wabashriverrailroadbridge/little_wabashriverrailroadbridge_3272ab.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/wabashriverrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.230912,-87.983405
8558 John A. Roebling Sons Upper Wire Works Office Bridge Test Suspension Bridge Although it does not appear to be original materials, it is believed this bridge represents the original intent of John A. Roebling's Sons to display a tiny suspension bridge as an integral part of their wire works. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal wire cable suspension, fixed. The bridge was primarily built by John A. Roebling Sons Company of Trenton, New Jersey. 40.209030 -74.754009 Pedestrian Walkway (Abandoned) Ground Trenton Mercer County, New Jersey New Jersey United States Metal Wire Cable Suspension Fixed 0 1 0 0 1930 0 John A. Roebling Sons Company of Trenton, New Jersey 6 6 50 15.24 50 15.24 0 0 https://historicbridges.org/newjersey/roeblingskybridge/little_roeblingskybridge_2565_6_7vib_small.jpg https://historicbridges.org/newjersey/roeblingskybridge/little_roeblingskybridge_2565_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/roeblingskybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.209030,-74.754009
8559 Eddyville Bridge This is a somewhat unusual and early example of a fairly large steel bridge span composed largely of welded construction. The technical description of the main or most noteworthy span of the bridge is a 340 ft (103.63 m) metal Solid Ribbed through arch, fixed. The bridge was primarily built by Shanahan Construction Company of Ellenville, New York. 41.894816 -74.018906 NY-213 Rondout Creek Eddyville Ulster County, New York New York United States Metal Solid Ribbed Through Arch Fixed 0 1 0 0 1957 2017 Shanahan Construction Company of Ellenville, New York 5 5 340 103.63 346 105.46 30.2 9.2 https://historicbridges.org/newyork/eddyvillebridge/little_eddyvillebridge_7150_small.jpg https://historicbridges.org/newyork/eddyvillebridge/little_eddyvillebridge_7150.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/eddyvillebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.894816,-74.018906
8560 Rockland Road Bridge This is a fairly old example of a stone arch bridge with a brick ring. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.035070 -73.919154 Rockland Road Sparkill Creek Piermont Rockland County, New York New York United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 1874 0 Unknown 6 7 20 6.1 28 8.53 16 4.88 https://historicbridges.org/newyork/rocklandroadbridge/little_rocklandroadbridge_9604_small.jpg https://historicbridges.org/newyork/rocklandroadbridge/little_rocklandroadbridge_9604.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rocklandroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.035070,-73.919154
8561 US-9W Popolopen Creek Bridge This large deck truss bridge was widened in 1937 by adding a very similar, but not identical, parallel set of trusses next to the original. The technical description of the main or most noteworthy span of the bridge is a 326 ft (99.36 m) metal continuous rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 41.323510 -73.989998 US-9W Popolopen Creek Fort Montgomery Orange County, New York New York United States Metal Pratt Rivet-Connected Deck Truss Fixed 12 Continuous 3 0 0 1916 2017 Unknown 7 7 326 99.36 608 185.32 0 0 https://historicbridges.org/newyork/us9wpopolopencreekbridge/main_small.jpg https://historicbridges.org/newyork/us9wpopolopencreekbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/us9wpopolopencreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.323510,-73.989998
8562 Trenton Avenue Bridge This is an uncommon and unaltered example of a concrete rigid-frame crossing a waterway in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) concrete rigid-frame, fixed. The bridge was primarily built by Unknown. 40.218101 -74.780143 Trenton Avenue Delaware Canal and Delaware Canal Towpath Morrisville Bucks County, Pennsylvania Pennsylvania United States Concrete Rigid-Frame Fixed 0 1 0 0 1938 0 Unknown 4 5 60 18.29 70 21.34 40 12.19 https://historicbridges.org/pennsylvania/delawarecanalmorrisville/little_delawarecanalmorrisville_5466_7_8vib_small.jpg https://historicbridges.org/pennsylvania/delawarecanalmorrisville/little_delawarecanalmorrisville_5466_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/delawarecanalmorrisville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.218101,-74.780143
8563 Mahoning Creek Railroad Bridge Bridge This plate girder bridge is noted for its massive girders and curved alignment and is situated alongside the Allegheny River. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.933010 -79.461930 Railroad (Armstrong Rail-Trail) Mahoning Creek Rural Armstrong County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 3 3 114 34.75 342 104.24 0 0 https://historicbridges.org/pennsylvania/mahoningcreekrailroad/little_mahoningcreekrailroad_9532_3_4vib_small.jpg https://historicbridges.org/pennsylvania/mahoningcreekrailroad/little_mahoningcreekrailroad_9532_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/mahoningcreekrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.933010,-79.461930
8564 Sherbourne Street Bridge This is a high level riveted deck plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a metal Variable Depth deck girder, fixed. The bridge was primarily built by Unknown. 43.673225 -79.377174 Sherbourne Street Rosedale Valley Road Toronto Toronto City, Ontario Ontario Canada Metal Variable Depth Deck Girder Fixed 0 3 0 0 1952 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/ontario/sherbourne/little_torontodvpandotherdrive_0068_small.jpg https://historicbridges.org/ontario/sherbourne/little_torontodvpandotherdrive_0068.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/sherbourne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.673225,-79.377174
8565 Dundas Bridge This bascule bridge looks newer than it is because its girders are of welded construction rather than riveted. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal through girder, movable: single leaf bascule, Fixed Trunnion. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec. The bridge was primarily designed by Laughlin, Wyllie, and Ufnal of Toronto, Ontario. 42.595030 -82.381536 Margaret Avenue and James Street (RR-78) North Branch Sydenham River Wallaceburg Chatham-Kent Region, Ontario Ontario Canada Metal Through Girder Movable: Single Leaf Bascule Fixed Trunnion 0 1 Metal Through Girder Fixed 0 1 1961 1990 Dominion Bridge Company of Montréal, Québec Laughlin, Wyllie, and Ufnal of Toronto, Ontario 5 5 100 30.48 204 62.18 50.8 15.48 https://historicbridges.org/ontario/wallaceburg2/little_img_0033_small.jpg https://historicbridges.org/ontario/wallaceburg2/little_img_0033.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wallaceburg2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.595030,-82.381536
8566 L New Clay's Ferry Bridge While the bridge seen today lacks historic significance, it is a rather interesting story in addressing the ever-increasing traffic needs of busy I-75. The technical description of the main or most noteworthy span of the bridge is a 448 ft (136.55 m) metal continuous Warren deck truss, fixed. The bridge was primarily built by Unknown. 37.884031 -84.339687 I-75 Kentucky River and KY-2328 Rural Fayette County, Kentucky and Madison County, Kentucky Kentucky United States Metal Warren Deck Truss Fixed 0 Continuous 5 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 2 1998 0 Unknown 0 0 448 136.55 1714 522.43 119 36.27 https://historicbridges.org/kentucky/claysferrynew/little_ky_claysferrynew_2440_small.jpg https://historicbridges.org/kentucky/claysferrynew/little_ky_claysferrynew_2440.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kentucky/claysferrynew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.884031,-84.339687
8567 Fergus Road Bridge This is an unaltered example of a standard steel stringer with R4 railing. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by E. C. Nolan and Son of Detroit, Michigan. 43.256375 -83.995492 Fergus Road Misteguey Creek Rural Saginaw County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1947 0 E. C. Nolan and Son of Detroit, Michigan 1 1 54.8 16.7 110 33.53 30 9.14 https://historicbridges.org/michigan/fergusmisteguey/little_img_2304_small.jpg https://historicbridges.org/michigan/fergusmisteguey/little_img_2304.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fergusmisteguey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.256375,-83.995492
8569 ! Sashabaw Road Bridge This is a very small and very early example of a curved t-beam bridge in Michigan. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 42.706898 -83.375714 Sashabaw Road Clinton River Waterford Township Oakland County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 1 0 0 1928 0 Unknown 5 5 30 9.14 33.8 10.3 40 12.19 https://historicbridges.org/michigan/sashabaw/little_img_3925_small.jpg https://historicbridges.org/michigan/sashabaw/little_img_3925.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/sashabaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.706898,-83.375714
8570 Dorset Railroad Bridge This long abandoned bridge only carries a pipeline now but was originally part of Lake Shore and Michigan Southern Railroad Franklin Division High Grade. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 41.700259 -80.691586 Railroad (Abandoned New York Central) Mill Creek Rural (Dorset) Ashtabula County, Ohio Ohio United States Metal Pratt Pin-Connected Deck Truss Fixed 6 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/millcreekbridge_ashtabula/little_img_7957_small.jpg https://historicbridges.org/ohio/millcreekbridge_ashtabula/little_img_7957.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/millcreekbridge_ashtabula/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.700259,-80.691586
8571 Tower Road Bridge This is a small but unusual concrete arch bridge with an railing that follows the curve of the arch. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.691442 -80.690828 Tower Road Mill Creek Rural Ashtabula County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1925 0 Unknown 5 6 62 18.9 68 20.73 15 4.57 https://historicbridges.org/ohio/towerrd_ashtabula/little_img_7980_small.jpg https://historicbridges.org/ohio/towerrd_ashtabula/little_img_7980.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/towerrd_ashtabula/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.691442,-80.690828
8572 Custar Road Private Bridge This abandoned traditional Pratt truss bridge is inaccessible on private property. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 41.339330 -83.842640 Private Farmland Access Jackson Cutoff Ditch Rural Wood County, Ohio Ohio United States This bridge is on private property. Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ohio/custar_wood/little_acustar2_small.jpg https://historicbridges.org/ohio/custar_wood/little_acustar2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/custar_wood/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.339330,-83.842640
8573 Croft Farms Culvert Railings This culvert has salvaged and reused ornamental lattice railings with flower decorations. The technical description of the main or most noteworthy span of the bridge is a metal culvert, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 40.972176 -81.899952 Private Drive Ditch Near Creston Wayne County, Ohio Ohio United States This bridge is on private property. Metal Culvert Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ohio/crestonohio/little_crestonohio9-6-21_4276_small.jpg https://historicbridges.org/ohio/crestonohio/little_crestonohio9-6-21_4276.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/crestonohio/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.972176,-81.899952
8574 Little Yankee Run Bridge This is a small, traditional concrete deck arch bridge that serves a private access today but may have originally been a railroad bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.170046 -80.567389 Access Road Little Yankee Run Hubbard Trumbull County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/ohio/hubbardfurnace/little_img_9458_small.jpg https://historicbridges.org/ohio/hubbardfurnace/little_img_9458.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/hubbardfurnace/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.170046,-80.567389
8575 Lemoyne Road Dry Creek Bridge This tiny bridge appears to be a concrete encased plate girder or perhaps a lattice girder. The technical description of the main or most noteworthy span of the bridge is a 19 ft (5.79 m) metal (concrete encased) through girder, fixed. The bridge was primarily built by Unknown. 41.595608 -83.473932 Lemoyne Road Dry Creek Walbridge Wood County, Ohio Ohio United States Metal (Concrete Encased) Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 19 5.79 19 5.79 20 6.1 https://historicbridges.org/ohio/lemoyne/little_rick-img_7123_small.jpg https://historicbridges.org/ohio/lemoyne/little_rick-img_7123.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lemoyne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.595608,-83.473932
8576 Lemoyne Road Cedar Creek Bridge This is a small but unaltered t-beam bridge with original railing. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.589581 -83.473824 Lemoyne Road Cedar Creek Rural Wood County, Ohio Ohio United States Concrete T-Beam Fixed 0 1 0 0 1932 0 Unknown 1 1 30 9.14 33 10.06 24 7.32 https://historicbridges.org/ohio/lemoyne2/little_rick-img_7083_small.jpg https://historicbridges.org/ohio/lemoyne2/little_rick-img_7083.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/lemoyne2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.589581,-83.473824
8577 Moline-Martin Road Bridge Martin Bridge This is a small but unaltered t-beam bridge with original railing. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 41.558892 -83.338400 Moline-Martin Road (CR-66) South Branch Turtle Creek Martin Ottawa County, Ohio Ohio United States Concrete T-Beam Fixed 0 1 0 0 1936 0 Unknown 1 2 32.2 9.81 33 10.06 24 7.32 https://historicbridges.org/ohio/martin/little_rick-img_7324_small.jpg https://historicbridges.org/ohio/martin/little_rick-img_7324.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/martin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.558892,-83.338400
8578 Martin Railroad Bridge South Branch Turtle Creek Railroad Bridge This is a small, traditional deck plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 34 ft (10.36 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 41.559255 -83.338192 Railroad (Norfolk Southern) South Branch Turtle Creek Martin Ottawa County, Ohio Ohio United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 34 10.36 34 10.36 50 15.24 https://historicbridges.org/ohio/martinrr/little_rick-img_7353_small.jpg https://historicbridges.org/ohio/martinrr/little_rick-img_7353.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/martinrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.559255,-83.338192
8579 CR-213 Bridge This is an example of a corrugated multi-plate arch bridge with concrete. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) corrugated multi-plate Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.542834 -83.300241 CR-213 Packer Creek Rural Ottawa County, Ohio Ohio United States Corrugated Multi-Plate Closed Spandrel Deck Arch Fixed 0 2 0 0 1941 0 Unknown 2 3 18 5.49 36 10.97 27.6 8.41 https://historicbridges.org/ohio/nissen/little_rick-img_7303_small.jpg https://historicbridges.org/ohio/nissen/little_rick-img_7303.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/nissen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.542834,-83.300241
8580 Ottawa River Railroad Bridge This is a small two span concrete arch of traditional railroad design. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 41.688456 -83.557868 Railroad (Norfolk Southern) Ottawa River Toledo Lucas County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 0 0 Unknown 5 5 35 10.67 74 22.56 0 0 https://historicbridges.org/ohio/toledorrarch/little_rick-img_6998_small.jpg https://historicbridges.org/ohio/toledorrarch/little_rick-img_6998.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/toledorrarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.688456,-83.557868
8583 Big Coal River Footbridge Difficult to photograph when leaves are on the trees, this is one of two nearby similar suspension footbridges of unusual design. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. The bridge was primarily designed by F. O. Burdett. 38.272521 -81.799369 Pedestrian Walkway Big Coal River and CR-15/9 Rural Kanawha County, West Virginia West Virginia United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1920 0 Oregonia Bridge Company of Lebanon, Ohio F. O. Burdett 7 7 0 0 0 0 0 0 https://historicbridges.org/wvirginia/bigcoal/main_small.jpg https://historicbridges.org/wvirginia/bigcoal/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/bigcoal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.272521,-81.799369
8584 Little Coal River Footbridge Difficult to photograph when leaves are on the trees, this is one of two nearby similar suspension footbridges of unusual design. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Oregonia Bridge Company of Lebanon, Ohio. The bridge was primarily designed by F. O. Burdett. 38.272492 -81.800211 Pedestrian Walkway Little Coal River and CR-13/1 Rural Kanawha County, West Virginia West Virginia United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1920 0 Oregonia Bridge Company of Lebanon, Ohio F. O. Burdett 7 7 0 0 0 0 0 0 https://historicbridges.org/wvirginia/littlecoal/little_rickmcomber-img_6858_small.jpg https://historicbridges.org/wvirginia/littlecoal/little_rickmcomber-img_6858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/littlecoal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.272492,-81.800211
8585 Cabins Bridge This Pratt truss is of traditional design with riveted connections and a-frame portal bracing. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: Signs indicate the bridge is on a private drive. 38.996441 -79.206360 Fort Power Drive North Fork South Branch Potomac River Cabins Grant County, West Virginia West Virginia United States Signs indicate the bridge is on a private drive. Metal Pratt Rivet-Connected Through Truss Fixed 7 1 0 0 0 0 Unknown 6 7 125 38.1 0 0 0 0 https://historicbridges.org/wvirginia/cabinswv/little_img_6483_small.jpg https://historicbridges.org/wvirginia/cabinswv/little_img_6483.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/cabinswv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.996441,-79.206360
8586 Rocky Pond Bridge This is a rare and outstanding example of an 1870s Wrought Iron Bridge Company cast and wrought iron bowstring pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 39.831827 -97.618621 Pedestrian Walkway Rocky Pond Belleville Republic County, Kansas Kansas United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 9 9 80 24.38 80 24.38 12.5 3.81 https://historicbridges.org/kansas/bellevillebowstringbridge/little_08-22-2017_157_small.jpg https://historicbridges.org/kansas/bellevillebowstringbridge/little_08-22-2017_157.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/bellevillebowstringbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.831827,-97.618621
8587 Forest Park Bridge This is an excellent and unaltered example of a rare Queenpost pony truss bridge, relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. 37.337707 -95.250590 Pedestrian Walkway Labette Creek Tributary Parsons Labette County, Kansas Kansas United States Metal Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 7 7 50 15.24 50 15.24 0 0 https://historicbridges.org/kansas/forestparkqueenposttruss/little_elevationfromsouthwest_small.jpg https://historicbridges.org/kansas/forestparkqueenposttruss/little_elevationfromsouthwest.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/forestparkqueenposttruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.337707,-95.250590
8588 Larrick Park Bridge Sand Creek Truss Leg Bridge Sitting on the ground and potentially available for reuse, this is a rare bedstead pony truss with unique design details used by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal pin-connected Pratt bedstead pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. 39.615665 -99.999089 Exhibit Ground Lenora Norton County, Kansas Kansas United States Metal Pratt Pin-Connected Bedstead Pony Truss Fixed 4 1 0 0 1906 2010 Canton Bridge Company of Canton, Ohio 8 7 65 19.81 65 19.81 0 0 https://historicbridges.org/kansas/larrickparkbridge/little_08-22-2017_065_small.jpg https://historicbridges.org/kansas/larrickparkbridge/little_08-22-2017_065.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/larrickparkbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.615665,-99.999089
8589 Minneapolis Railroad Bridge This is a rare example of a Pegram truss bridge that retains integrity and is open to railroad traffic. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. The bridge was primarily designed by George Herndon Pegram. 39.122332 -97.712574 Railroad (Kyle Railroad) Pipe Creek Minneapolis Ottawa County, Kansas Kansas United States Metal Pegram Pin-Connected Through Truss Fixed 6 1 0 0 1893 1915 Edge Moor Bridge Works of Wilmington, Delaware George Herndon Pegram 9 9 150 45.72 150 45.72 0 0 https://historicbridges.org/kansas/minneapolispegramtruss/little_john_marvig_minneapolisksbridge_115490_small.jpg https://historicbridges.org/kansas/minneapolispegramtruss/little_john_marvig_minneapolisksbridge_115490.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/minneapolispegramtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.122332,-97.712574
8590 Prairie Dog Golf Course Bridge Relocated to a golf course, this is an extremely rare Canton Bridge Company inverted Kingpost truss, whose design also features elements of lattice girder design. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Inverted Kingpost pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: You may need permission from the golf course to photograph this bridge. It is accessible by foot and golf cart only. 39.816369 -99.878755 Golf Course Drive Golf Course Stream Norton Norton County, Kansas Kansas United States You may need permission from the golf course to photograph this bridge. It is accessible by foot and golf cart only. Metal Inverted Kingpost Rivet-Connected Pony Truss Fixed 2 1 0 0 0 0 Canton Bridge Company of Canton, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/kansas/prairiedoggolfcoursebridge/little_08-22-2017_002_small.jpg https://historicbridges.org/kansas/prairiedoggolfcoursebridge/little_08-22-2017_002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/prairiedoggolfcoursebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.816369,-99.878755
8591 190th Road Bridge Republican River Pegram Truss Bridge This former railroad bridge converted to highway use is one of the most significant railroad bridges in the state, containing two rare truss types in a single bridge! The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pegram through truss, fixed. The bridge was primarily built by Edge Moor Bridge Works of Wilmington, Delaware. The bridge was primarily designed by George Herndon Pegram. 39.596057 -97.571194 190th Road (CR-795) Republican River Rural Cloud County, Kansas Kansas United States Metal Pegram Pin-Connected Through Truss Fixed 7 1 Metal Lattice (Triple Warren) Rivet-Connected Through Truss Fixed 8 2 1893 0 Edge Moor Bridge Works of Wilmington, Delaware George Herndon Pegram 9 10 200 60.96 461 140.51 14.4 4.39 https://historicbridges.org/kansas/republicanriverpegramtruss/little_john_marvig_concordiapegram_115837_small.jpg https://historicbridges.org/kansas/republicanriverpegramtruss/little_john_marvig_concordiapegram_115837.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/republicanriverpegramtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.596057,-97.571194
8592 Lindsborg Railroad Bridge Valkommen Trail Smoky Hill River Bridge This bridge is an example of the less common triple intersection form of lattice truss. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Lattice (Triple Warren) through truss, fixed. The bridge was primarily built by Unknown. 38.565674 -97.671298 Railroad (Valkommen Rail-Trail) Smoky Hill River Lindsborg McPherson County, Kansas Kansas United States Metal Lattice (Triple Warren) Rivet-Connected Through Truss Fixed 11 1 Metal Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 8 8 140 42.67 310 94.49 0 0 https://historicbridges.org/kansas/valkommentrailbridge/little_john_marvig_lindsborgtrussbridge_92286_small.jpg https://historicbridges.org/kansas/valkommentrailbridge/little_john_marvig_lindsborgtrussbridge_92286.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/valkommentrailbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.565674,-97.671298
8593 Old Mill Bridge This classic through truss has been left in place for pedestrian use only. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 38.565947 -97.672914 1st Street (Syensk Road) Smoky Hill River Lindsborg McPherson County, Kansas Kansas United States Metal Pratt Rivet-Connected Through Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 5 1914 1989 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 6 7 120 36.58 256.6 78.21 17 5.18 https://historicbridges.org/kansas/smokyhillriverbridge/little_08-19-2017_305_small.jpg https://historicbridges.org/kansas/smokyhillriverbridge/little_08-19-2017_305.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/smokyhillriverbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.565947,-97.672914
8594 3rd Street Bridge This concrete arch bridge is noted for its attractive railing and unaltered condition. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 39.123223 -97.712434 3rd Street (Laramie Road, 110th Road) Pipe Creek Minneapolis Ottawa County, Kansas Kansas United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown 6 6 80 24.38 80 24.38 18 5.49 https://historicbridges.org/kansas/thirdstreetbridge/little_08-22-2017_481_small.jpg https://historicbridges.org/kansas/thirdstreetbridge/little_08-22-2017_481.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/thirdstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.123223,-97.712434
8595 Women's Bridge Baldwin-Media Bridge This is a regionally rare example of a stone arch bridge with a brick arch ring. The technical description of the main or most noteworthy span of the bridge is a stone and brick Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 38.774899 -95.193089 High Street East Fork of Tauy Creek Baldwin City Douglas County, Kansas Kansas United States Stone and Brick Semicircular Deck Arch Fixed 0 1 0 0 1890 2006 Unknown 7 9 0 0 0 0 0 0 https://historicbridges.org/kansas/womensbridge/little_08-24-2017_002_small.jpg https://historicbridges.org/kansas/womensbridge/little_08-24-2017_002.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/womensbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.774899,-95.193089
8596 CA-140 Bear Creek Bridge This fairly large concrete t-beam bridge has attractive arched beams. The technical description of the main or most noteworthy span of the bridge is a 55 ft (16.76 m) concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 37.604951 -119.966088 CA-140 (Central Yosemite Highway) Bear Creek Rural Mariposa County, California California United States Concrete Curved T-Beam Fixed 0 3 0 0 1926 0 Unknown 5 5 55 16.76 167 50.9 24 7.32 https://historicbridges.org/california/140bearcreek/little_img_20180627_104736_small.jpg https://historicbridges.org/california/140bearcreek/little_img_20180627_104736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/140bearcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.604951,-119.966088
8597 Briceburg Suspension Bridge This is a very unusual small-scale example of a riveted steel suspension bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. 37.604479 -119.967565 Bull Creek Road (Briceburg Road) Merced River Rural Mariposa County, California California United States Metal Wire Cable Suspension Fixed 0 1 0 0 1926 1999 Unknown 7 7 160 48.77 163 49.68 10.5 3.2 https://historicbridges.org/california/briceburg/little_img_20180627_103907_small.jpg https://historicbridges.org/california/briceburg/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/briceburg/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.604479,-119.967565
8598 ! Stoneman Bridge This is one of the most elaborate and impressive bridges of the collection of historic bridges found in Yosemite National Park, and associated with the National Park Service. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Kuckenberg and Wittman of Portland, Oregon and Sullivan and Sullivan . The bridge was primarily designed by United States Department of Agriculture, Bureau of Public Works. 37.740421 -119.573863 Valley Loop Road (Northside Drive) Merced River Rural Mariposa County, California California United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 3 0 0 1933 0 Kuckenberg and Wittman of Portland, Oregon and Sullivan and Sullivan United States Department of Agriculture, Bureau of Public Works 6 8 72 21.95 127 38.71 23 7.01 https://historicbridges.org/california/stoneman/little_img_20180627_131425_small.jpg https://historicbridges.org/california/stoneman/little_img_20180627_131425.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/stoneman/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.740421,-119.573863
8599 Bridalveil Falls Bridge 1 This is one of three stone faced concrete arch bridges found in this area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Oscar Parlier of Tulare, California. 37.717493 -119.650007 Bridalveil Fall Trail Bridalveil Creek Rural Mariposa County, California California United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 Oscar Parlier of Tulare, California 5 5 20 6.1 20 6.1 18 5.49 https://historicbridges.org/california/bridalveilfalls1/little_img_20180627_120315_small.jpg https://historicbridges.org/california/bridalveilfalls1/little_img_20180627_120315.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/bridalveilfalls1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.717493,-119.650007
8600 Bridalveil Falls Bridge 2 This is one of three stone faced concrete arch bridges found in this area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Oscar Parlier of Tulare, California. 37.717948 -119.649686 Bridalveil Fall Trail Bridalveil Creek Rural Mariposa County, California California United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 2 0 0 1913 0 Oscar Parlier of Tulare, California 5 5 20 6.1 42 12.8 18 5.49 https://historicbridges.org/california/bridalveilfalls2/little_img_20180627_120539_small.jpg https://historicbridges.org/california/bridalveilfalls2/little_img_20180627_120539.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/bridalveilfalls2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.717948,-119.649686
8601 Bridalveil Falls Bridge 3 This is one of three stone faced concrete arch bridges found in this area. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Oscar Parlier of Tulare, California. 37.718617 -119.648747 Bridalveil Fall Trail Bridalveil Creek Rural Mariposa County, California California United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 1 0 0 1913 0 Oscar Parlier of Tulare, California 5 5 20 6.1 20 6.1 18 5.49 https://historicbridges.org/california/bridalveilfalls3/little_img_20180627_121420_small.jpg https://historicbridges.org/california/bridalveilfalls3/little_img_20180627_121420.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/bridalveilfalls3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.718617,-119.648747
8602 ! I-80 Des Plaines River Bridge I-80 Joliet Bridge Late examples of their kind, this pair of cantilever truss bridges has riveted shop connections, bolted field connections, and makes no use of lattice or v-lacing. The technical description of the main or most noteworthy span of the bridge is a 363 ft (110.64 m) metal cantilever rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Blauvelt Engineering Company. 41.511662 -88.091609 I-80 Des Plaines River and Various Roads and Railroad Joliet Will County, Illinois Illinois United States Metal Warren Rivet-Connected Through Truss Fixed 16 Cantilever 3 Metal Stringer (Multi-Beam) Fixed 0 Continuous 24 1965 1998 Unknown Blauvelt Engineering Company 6 6 363 110.64 2362 719.94 42 12.8 https://historicbridges.org/illinois/i80joliet/little_i-80bridgesfrommcdonoughstreetbridge3_small.jpg https://historicbridges.org/illinois/i80joliet/little_i-80bridgesfrommcdonoughstreetbridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/i80joliet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.511662,-88.091609
8603 Lawndale Avenue Railroad Overpass Chicago and Alton Railroad Overpass This plate girder crosses over what was once a major road in the area, but is now a little-used dead end road. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. 41.793240 -87.812570 Railroad (Canadian National) Lawndale Avenue Summit Cook County, Illinois Illinois United States Metal Through Girder Fixed 0 Continuous 3 0 0 1903 0 Unknown 3 2 30 9.14 88 26.82 0 0 https://historicbridges.org/illinois/chicagoaltonrroverpass/little_chicagoandaltonrailroadoverpass-facingse_small.jpg https://historicbridges.org/illinois/chicagoaltonrroverpass/little_chicagoandaltonrailroadoverpass-facingse.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/chicagoaltonrroverpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.793240,-87.812570
8604 Old Richards Street Bridge This classic t-beam with original railings was turned into a dead-end crossing when Richards Street was realigned onto a new bridge in 1967. The technical description of the main or most noteworthy span of the bridge is a 46.6 ft (14.2 m) concrete t-beam, fixed. The bridge was primarily built by Powers-Thompson Construction Company of Joliet, Illinois. 41.514796 -88.074147 Old Richards Street Hickory Creek Joliet Will County, Illinois Illinois United States Concrete T-Beam Fixed 0 3 0 0 1930 0 Powers-Thompson Construction Company of Joliet, Illinois 3 4 46.6 14.2 144.4 44.01 44 13.41 https://historicbridges.org/illinois/oldrichards/little_oldrichardsstreetbridgefromnewbridge2_small.jpg https://historicbridges.org/illinois/oldrichards/little_oldrichardsstreetbridgefromnewbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/oldrichards/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.514796,-88.074147
8605 Caldwell Bridge H. Wallace Caldwell Memorial Bridge, Swinging Bridge This suspension footbridge has a somewhat modern appearance, due to the use of early welded construction and possible deck and railing alterations. The technical description of the main or most noteworthy span of the bridge is a metal wire cable suspension, fixed. The bridge was primarily built by William J. Howard Company of Chicago, Illinois. 41.825710 -87.817820 Pedestrian Walkway Des Plaines River Riverside Cook County, Illinois Illinois United States Metal Wire Cable Suspension Fixed 0 1 0 0 1940 2002 William J. Howard Company of Chicago, Illinois 4 6 0 0 170 51.82 0 0 https://historicbridges.org/illinois/caldwellbridge/main_small.jpg https://historicbridges.org/illinois/caldwellbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/caldwellbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.825710,-87.817820
8606 Stone Prairie Bridge Kishwaukee River Bridge This is a ca. 1870s King Bridge Company cast and wrought iron bowstring truss bridge that was relocated and preserved here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.987690 -88.660050 Pedestrian Walkway East Branch South Branch Kishwaukee River Tributary Sycamore DeKalb County, Illinois Illinois United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 2007 King Bridge Company of Cleveland, Ohio 9 9 50 15.24 50 15.24 13 3.96 https://historicbridges.org/illinois/stoneprairie/little_img_3556_small.jpg https://historicbridges.org/illinois/stoneprairie/little_img_3556.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/stoneprairie/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.987690,-88.660050
8607 Babylon Bend Bridge Babylon Bridge This classic Pratt through truss has been abandoned, and is noted for its large, attractive lattice portal bracing. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 40.590354 -90.347868 Babylon Road (TR-123) Spoon River Rural Fulton County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 9 1 0 0 1890 0 Unknown 7 7 200 60.96 204 62.18 15.7 4.79 https://historicbridges.org/illinois/babylonbend/little_img_0993_ed_small.jpg https://historicbridges.org/illinois/babylonbend/little_img_0993_ed.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/babylonbend/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.590354,-90.347868
8608 Seville Bridge This graceful pin connected Parker offers an interesting contrast of bridge types and eras of bridges by its inclusion of a concrete through girder approach span installed at a later date. The technical description of the main or most noteworthy span of the bridge is a 153 ft (46.63 m) metal pin-connected Parker arch, fixed. The bridge was primarily built by Unknown. 40.485960 -90.342946 Seville Road (TR-116) Spoon River Seville Fulton County, Illinois Illinois United States Metal Parker Pin-Connected Arch Fixed 10 1 Concrete Through Girder Fixed 0 1 1880 1917 Unknown 7 8 153 46.63 230 70.1 12.8 3.9 https://historicbridges.org/illinois/seville/little_img_0939_ed_small.jpg https://historicbridges.org/illinois/seville/little_img_0939_ed.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/seville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.485960,-90.342946
8610 Marblemount Bridge Cascade River Road Bridge This is an unusual bridge, with its continuous through truss design, and is dissimilar to the simple span and cantilever trusses found elsewhere in the state. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Alexander and McNeil of Mt. Vernon, Washington. The bridge was primarily designed by Washington Department of Highways. 48.526719 -121.429305 Cascade River Road Skagit River Marblemount Skagit County, Washington Washington United States Metal Warren Rivet-Connected Through Truss Fixed 14 3 Concrete Stringer (Multi-Beam) Fixed 0 2 1930 0 Alexander and McNeil of Mt. Vernon, Washington Washington Department of Highways 7 8 280 85.34 662 201.78 20 6.1 https://historicbridges.org/washington/marblemount/little_si-26enwelevation_looking_northwest.2014-03-25__small.jpg https://historicbridges.org/washington/marblemount/little_si-26enwelevation_looking_northwest.2014-03-25_.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=washington/marblemount/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=48.526719,-121.429305
8611 Bennett Branch Sinnemahoning Creek Railroad Bridge This railroad bridge is noted for its unusual vertical endposts, one of a couple such bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 157 ft (47.85 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.325400 -78.149137 Railroad (Norfolk Southern) Bennett Branch Sinnemahoning Creek and Castle Garden Road Rural Cameron County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 2 0 0 0 0 American Bridge Company of New York, New York 7 7 157 47.85 312 95.1 0 0 https://historicbridges.org/pennsylvania/bennetsbranchrrbridge/little_dsc_3087_small.jpg https://historicbridges.org/pennsylvania/bennetsbranchrrbridge/little_dsc_3087.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bennetsbranchrrbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.325400,-78.149137
8612 Keating Railroad Bridge This railroad bridge is noted for its unusual vertical endposts, one of a couple such bridges in the area. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 41.260950 -77.905320 Railroad (Norfolk Southern) Sinnemahoning Creek, Keating Mountain Road (TR-305), and Gakle Lane Keating Cameron County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 7 3 0 0 0 0 Unknown 7 7 150 45.72 450 137.16 0 0 https://historicbridges.org/pennsylvania/keatingsummit/little_dsc_3171_small.jpg https://historicbridges.org/pennsylvania/keatingsummit/little_dsc_3171.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/keatingsummit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.260950,-77.905320
8613 Riverside Railroad Bridge This bridge has a variety of spans dating to a variety of different times. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Virginia Bridge and Iron Company of Roanoke, Virginia. 33.605541 -86.199288 Railroad (Norfolk Southern) Coosa River (Logan Martin Lake) Riverside St. Clair County, Alabama and Talladega County, Alabama Alabama United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Deck Girder Fixed 0 5 1927 1964 Virginia Bridge and Iron Company of Roanoke, Virginia 6 7 230 70.1 720 219.46 0 0 https://historicbridges.org/alabama/riversiderr/little_dsc_2952_small.jpg https://historicbridges.org/alabama/riversiderr/little_dsc_2952.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/riversiderr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.605541,-86.199288
8614 Riverside Bridge Riverside-Lincoln Bridge This truss bridge is noted for its swing span which was designed to strongly resemble the fixed truss approach spans. The technical description of the main or most noteworthy span of the bridge is a 232 ft (70.71 m) metal rivet-connected Polygonal Warren through truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 33.602893 -86.195720 US-78 and AL-4 Coosa River (Logan Martin Lake) Riverside St. Clair County, Alabama and Talladega County, Alabama Alabama United States Metal Polygonal Warren Rivet-Connected Through Truss Movable: Swing Center Pier 8 4 Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 12 1930 1972 Unknown 7 7 232 70.71 917 279.5 19.7 6 https://historicbridges.org/alabama/riverside/little_riverside-bridge_5895207200_o_small.jpg https://historicbridges.org/alabama/riverside/little_riverside-bridge_5895207200_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=alabama/riverside/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.602893,-86.195720
8615 Fisk Road Bridge This small stringer bridge has a few minor details that differ from the state highway department design, suggesting minor county adjustments to state standards. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.583522 -83.914028 Fisk Road Marion and Genoa Drain Marion Township Livingston County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1943 0 Unknown 1 1 24 7.32 25 7.62 24 7.32 https://historicbridges.org/michigan/fisk/little_jasonholloway-20220118_155031_small.jpg https://historicbridges.org/michigan/fisk/little_jasonholloway-20220118_155031.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fisk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.583522,-83.914028
8616 Old Alexandra Bridge This is a fairly old example of a suspension bridge that retains excellent historic integrity and has been left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Joseph W. Trutch. 49.707425 -121.416648 Old Cariboo Highway Fraser River Rural Fraser Valley District, British Columbia British Columbia Canada Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 Metal Warren Rivet-Connected Pony Truss Fixed 0 1 1926 0 Joseph W. Trutch 8 9 0 0 0 0 0 0 https://historicbridges.org/britishcolumbia/alexandra1926/little_alexandra201008_025_small.jpg https://historicbridges.org/britishcolumbia/alexandra1926/little_alexandra201008_025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/alexandra1926/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=49.707425,-121.416648
8617 Kiskatinaw River Railway Bridge This is a rare example of a timber truss railway bridge. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) wood Howe deck truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by J. S. C. Frost. 55.778100 -120.598097 Railroad (Canadian National) Kiskatinaw River Rural Peace River District, British Columbia British Columbia Canada Wood Howe Deck Truss Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 23 1959 0 Unknown J. S. C. Frost 6 7 150 45.72 477 145.39 0 0 https://historicbridges.org/britishcolumbia/kiskatinaw/little_2_small.jpg https://historicbridges.org/britishcolumbia/kiskatinaw/little_2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=britishcolumbia/kiskatinaw/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=55.778100,-120.598097
8618 Costilla Crossing Bridge Lobatos Bridge This is the only multi-span example of one of the rarest truss designs in the country, a Thacher truss. The technical description of the main or most noteworthy span of the bridge is a 151.3 ft (46.12 m) metal pin-connected Thacher through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 37.078454 -105.756671 CR-G Rio Grande Rural Conejos County, Colorado and Costilla County, Colorado Colorado United States Metal Thacher Pin-Connected Through Truss Fixed 8 2 0 0 1892 2006 Wrought Iron Bridge Company of Canton, Ohio 10 10 151.3 46.12 313.7 95.62 12.5 3.81 https://historicbridges.org/colorado/costillacrossing/little_5778956578_5cc87c459e_o_small.jpg https://historicbridges.org/colorado/costillacrossing/little_5778956578_5cc87c459e_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=colorado/costillacrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.078454,-105.756671
8619 Old Nipawin Bridge Crooked Bridge This is a very rare example of a double-deck combined highway and railway bridge. The technical description of the main or most noteworthy span of the bridge is a 280 ft (85.34 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba). 53.365520 -104.040986 Old Highway 35 and Railroad (Torch River Rail) North Saskatchewan River Nipawin Division 14 (Melfort), Saskatchewan Saskatchewan Canada Metal Baltimore Rivet-Connected Through Truss Fixed 12 4 Metal Deck Girder Fixed 0 0 1930 0 Dominion Bridge Company of Montréal, Québec (Dominion Bridge Company of Winnipeg, Manitoba) 9 9 280 85.34 1907 581.25 16 4.88 https://historicbridges.org/saskatchewan/nipiwanbridge/little_image004b_small.jpg https://historicbridges.org/saskatchewan/nipiwanbridge/little_image004b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=saskatchewan/nipiwanbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=53.365520,-104.040986
8620 Belleville Railroad Bridge Sugar River Railroad Bridge This is an older surviving pin-connected railroad truss built by a notable bridge company, and with a distinctive portal bracing. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. 42.860540 -89.531700 Railroad (Badger State Trail) Sugar River Belleville Dane County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1887 0 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York 7 8 150 45.72 150 45.72 0 0 https://historicbridges.org/wisconsin/bellevillerr/little_46029_small.jpg https://historicbridges.org/wisconsin/bellevillerr/little_46029.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/bellevillerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.860540,-89.531700
8621 Mechums River Railroad Bridge This bridge is an example of an older railroad Pratt truss bridge that was strengthened long ago by building a third riveted Warren truss line in between the original lines. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 38.061488 -78.647946 Railroad (CSX) Mechums River and US-250 Rural Albemarle County, Virginia Virginia United States Metal Pratt Pin-Connected Deck Truss Fixed 6 3 0 0 1889 1948 Unknown 6 7 132 40.23 357 108.81 0 0 https://historicbridges.org/virginia/mechumsriver/little_dsc_1485_small.jpg https://historicbridges.org/virginia/mechumsriver/little_dsc_1485.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/mechumsriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.061488,-78.647946
8622 Hill Street Bridge This is a very early surviving state highway bridge and was moved here at an unknown time and location to serve here for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by James J. Burke and Company of Salt Lake City, Utah. 39.685220 -110.856160 Hill Street (Canal Street) Price River Helper Carbon County, Utah Utah United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1914 0 James J. Burke and Company of Salt Lake City, Utah 5 7 0 0 0 0 0 0 https://historicbridges.org/utah/helper/little_p1020062_1914highwaytrusshelperut_small.jpg https://historicbridges.org/utah/helper/little_p1020062_1914highwaytrusshelperut.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=utah/helper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.685220,-110.856160
8623 Cow Bayou Bridge This is a rare Texas example of a deck plate girder swing bridge, and a rare example of one state's design (Louisiana) influencing the design of another state. The technical description of the main or most noteworthy span of the bridge is a 154 ft (46.94 m) metal deck girder, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Jensen Construction Company. The bridge was primarily designed by Texas Highway Department. 30.044810 -93.821407 TX-73 and TX-87 Northbound Cow Bayou Bridge City Orange County, Texas Texas United States Metal Deck Girder Movable: Swing Center Bearing Center Pier 0 1 Metal Stringer (Multi-Beam) Fixed 0 13 1940 2015 Jensen Construction Company Texas Highway Department 6 7 154 46.94 804 245.06 25.6 7.8 https://historicbridges.org/texas/cowbayou/little_2015rehab_small.jpg https://historicbridges.org/texas/cowbayou/little_2015rehab.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cowbayou/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.044810,-93.821407
8624 Cormier Road Bridge Old Orangefield Road Bridge This is an unusual, very lightweight riveted pony truss swing bridge that has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Pratt pony truss, movable: swing, Center Pier. The bridge was primarily built by Unknown. 30.074030 -93.847550 Cormier Road (Old Alignment of Orangefield Road) Cow Bayou Orangefield Orange County, Texas Texas United States Metal Pratt Rivet-Connected Pony Truss Movable: Swing Center Pier 9 1 0 0 0 0 Unknown 7 8 105 32 280 85.34 0 0 https://historicbridges.org/texas/cowbayoutruss/little_8345273167_3a7b652b62_o_small.jpg https://historicbridges.org/texas/cowbayoutruss/little_8345273167_3a7b652b62_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/cowbayoutruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=30.074030,-93.847550
8625 McKee Street Bridge Not only is this an extremely rare example of a concrete curved chord through girder bridge, it is further unique for its continuous design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete continuous curved chord through girder, fixed. The bridge was primarily built by Don Hall Constructor of Houston, Texas. The bridge was primarily designed by City of Houston, Joseph Gordon McKenzie. 29.765492 -95.352051 McKee Street Buffalo Bayou Houston Harris County, Texas Texas United States Concrete Curved Chord Through Girder Fixed 0 Continuous 3 0 0 1932 0 Don Hall Constructor of Houston, Texas City of Houston, Joseph Gordon McKenzie 9 10 120 36.58 290 88.39 38.4 11.7 https://historicbridges.org/texas/mckee/little_mckeestreet1303251132-8616226329_8f02e2f3cb_o_small.jpg https://historicbridges.org/texas/mckee/little_mckeestreet1303251132-8616226329_8f02e2f3cb_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/mckee/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.765492,-95.352051
8626 London Bridge Rennie's Bridge One of the most famous bridges in London, England history and today one of the most unique preservation projects in the world, this bridge was moved here to Arizona to form a signature landmark for Lake Havasu. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Jolliffe and Banks of United Kingdom. The bridge was primarily designed by John Rennie, Sir John Rennie, and George Rennie of United Kingdom. 34.471615 -114.347515 McCulloch Boulevard Bridgewater Channel Canal Lake Havasu City Mohave County, Arizona Arizona United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 5 0 0 1831 1971 Jolliffe and Banks of United Kingdom John Rennie, Sir John Rennie, and George Rennie of United Kingdom 10 10 150 45.72 930 283.46 33 10.06 https://historicbridges.org/arizona/london/little_hr-londonbridge2_small.jpg https://historicbridges.org/arizona/london/little_hr-londonbridge2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/london/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.471615,-114.347515
8627 Old Canyon Diablo Bridge This surviving remnant of historic US Route 66 has been abandoned when the route was realigned in the 1930s. The technical description of the main or most noteworthy span of the bridge is a 128 ft (39.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Thomas Maddock of Williams, Arizona. The bridge was primarily designed by Topeka Bridge and Iron Company of Topeka, Kansas. 35.115635 -111.095626 Historic US-66 (Abandoned Alignment) Canyon Diablo Rural Coconino County, Arizona Arizona United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Thomas Maddock of Williams, Arizona Topeka Bridge and Iron Company of Topeka, Kansas 6 7 128 39.01 146 44.5 18 5.49 https://historicbridges.org/arizona/oldcanyondiablo/little_img_0694_small.jpg https://historicbridges.org/arizona/oldcanyondiablo/little_img_0694.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/oldcanyondiablo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.115635,-111.095626
8627 Pont de l'avenue Murer (Avenue Murer Bridge) This traditional plate girder bridge has been closed to traffic, put left in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 46.716339 -79.097105 Avenue Murer Ruisseau Gordon Temiscaming Abitibi-Témiscamingue, Québec Québec Canada Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 6 0 0 0 0 0 0 https://historicbridges.org/quebec/gordoncreek/little_ian_0006_small.jpg https://historicbridges.org/quebec/gordoncreek/little_ian_0006.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=quebec/gordoncreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=46.716339,-79.097105
8628 Volunteer Bridge Seven Hills Road Bridge Relocated and preserved, this 1870s Pratt pony truss has some extremely unusual details including trussed floor beams! The technical description of the main or most noteworthy span of the bridge is a 86.9 ft (26.49 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 40.179625 -82.301365 Camp Falling Rock Drive Rocky Fork Creek Rural Licking County, Ohio Ohio United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 10 1 0 0 0 2017 Keystone Bridge Company of Pittsburgh, Pennsylvania 9 9 86.9 26.49 90 27.43 22.3 6.8 https://historicbridges.org/ohio/sevenhills2/little_img_0091_small.jpg https://historicbridges.org/ohio/sevenhills2/little_img_0091.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sevenhills2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.179625,-82.301365
8630 Douthit's Ferry Bridge Dowhait's Bridge This bridge has long been bypassed and abandoned, and a large and rather crude alteration appears to be the only thing keeping a sagging top chord section from breaking and collapsing the bridge. The technical description of the main or most noteworthy span of the bridge is a 132 ft (40.23 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.120329 -84.819452 Douthit Ferry Road (Abandoned Alignment) Etowah River Cartersville Bartow County, Georgia Georgia United States Metal Pratt Pin-Connected Through Truss Fixed 8 2 0 0 1912 0 Unknown 7 7 132 40.23 264 80.47 0 0 https://historicbridges.org/georgia/douthitferry/little_img_6248_small.jpg https://historicbridges.org/georgia/douthitferry/little_img_6248.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=georgia/douthitferry/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.120329,-84.819452
8632 Livermore Falls Bridge Pumpkin Seed Bridge This bridge should be considered to have an extremely high degree of historic significance as what may be the last surviving lenticular full deck truss bridge. Although the smaller approach span has collapsed, it appears that most of this span remains in place. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Lenticular deck truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 43.783687 -71.668332 Abandoned Road Pemigewasset River Rural Grafton County, New Hampshire New Hampshire United States Metal Lenticular Pin-Connected Deck Truss Fixed 10 1 Metal Lenticular Pin-Connected Pony Truss Fixed 0 1 1885 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 10 140 42.67 263 80.16 16 4.88 https://historicbridges.org/newhampshire/livermore/little_nh-11m-1_small.jpg https://historicbridges.org/newhampshire/livermore/little_nh-11m-1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/livermore/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.783687,-71.668332
8633 Pumpkin Hollow Road Bridge Hollenbeck Bridge, Flying Church Bridge One of the more unique adaptive reuse projects for a historic bridge, this rare lenticular truss bridge has been restored and reused as a ramp access for a church that itself was converted for other uses. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.197273 -73.361448 Building Entrance Ramp Ground Great Barrington Berkshire County, Massachusetts Massachusetts United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 1888 2019 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 58 17.68 59 17.98 11.5 3.51 https://historicbridges.org/massachusetts/pumpkinlenticular/little_ma-11m-13_small.jpg https://historicbridges.org/massachusetts/pumpkinlenticular/little_ma-11m-13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/pumpkinlenticular/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.197273,-73.361448
8635 Kise Mill Bridge This outstanding stone arch bridge is noted for its span length, good condition, and sloped deck and parapet. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) stone Segmental deck arch, fixed. The bridge was primarily built by William Wagman and Brother of Dallastown, Pennsylvania. The bridge was primarily designed by Charles A. Williams. 40.116090 -76.810487 Kise Mill Road (PA-4016) Bennett Run Rural York County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 1915 2016 William Wagman and Brother of Dallastown, Pennsylvania Charles A. Williams 7 7 66 20.12 68 20.73 13 3.96 https://historicbridges.org/pennsylvania/kisemill/little_img_1312_small.jpg https://historicbridges.org/pennsylvania/kisemill/little_img_1312.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kisemill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.116090,-76.810487
8636 Stony Kill Bridge This classic riveted pony truss bridge serves a private access road. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is a private access road, but is right next to a public road. 42.378350 -73.575490 Private Drive Stony Kill Rural Columbia County, New York New York United States This bridge is a private access road, but is right next to a public road. Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 5 5 70 21.34 78 23.77 0 0 https://historicbridges.org/newyork/stony/little_solarshoppe2_small.jpg https://historicbridges.org/newyork/stony/little_solarshoppe2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/stony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.378350,-73.575490
8637 Cemetery Drive Bridge This is a small steel stringer bridge from the 1930s. It is not known if the railing is original, or a newer railing, perhaps designed to look like the original. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.878310 -74.211410 Cemetery Drive South Chuctanunda Creek Rural Montgomery County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1936 0 Unknown 1 1 54.8 16.7 56.8 17.31 16 4.88 https://historicbridges.org/newyork/cemetery/little_cemetery5_small.jpg https://historicbridges.org/newyork/cemetery/little_cemetery5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cemetery/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.878310,-74.211410
8638 Stewart Brook Bridge Pavillion Park Bridge It appears that some unknown bridge with lattice beams and ornate lattice railing was salvaged and reused in this park setting and to create a small footbridge. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.321390 -73.838890 Pedestrian Walkway Stewart Brook Lake Luzerne Warren County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/newyork/lakeluzerne/little_lklzpk32_small.jpg https://historicbridges.org/newyork/lakeluzerne/little_lklzpk32.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakeluzerne/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.321390,-73.838890
8639 Soper Road Bridge This highly unusual lightweight through truss bridge is composed of mostly angles, which is very uncommon for a through truss. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 44.637728 -73.756373 Soper Road Saranac River Rural Clinton County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1910 1960 Unknown 7 7 150 45.72 151 46.02 16 4.88 https://historicbridges.org/newyork/soperroad/little_marc_soperroad8669_small.jpg https://historicbridges.org/newyork/soperroad/little_marc_soperroad8669.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/soperroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.637728,-73.756373
8642 Beals Road Bridge Bridge E-207 This is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.233631 -78.355669 Beals Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1909 2003 Unknown 6 6 150 45.72 193 58.83 14.8 4.51 https://historicbridges.org/newyork/bealsroad/little_marc-bealsrd-winter53_small.jpg https://historicbridges.org/newyork/bealsroad/little_marc-bealsrd-winter53.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bealsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.233631,-78.355669
8643 Green Street Bridge This tiny bridge is a rare and outstanding early example of a King Bridge Company Pratt truss. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.472223 -75.323856 Green Street Dunderberg Creek Gilbertsville Otsego County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 1880 2017 King Bridge Company of Cleveland, Ohio 7 8 32.2 9.81 34 10.36 15 4.57 https://historicbridges.org/newyork/greenstreet/main_small.jpg https://historicbridges.org/newyork/greenstreet/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/greenstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.472223,-75.323856
8644 Jersey Shore Bridge This classic state standard through truss forms an attractive and notable gateway for Jersey Shore. The technical description of the main or most noteworthy span of the bridge is a 220 ft (67.06 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 41.202460 -77.252280 PA-44 (Allegheny Street) West Branch Susquehanna River Jersey Shore Lycoming County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Through Truss Fixed 9 2 0 0 1933 2000 Unknown Pennsylvania State Highway Department 5 6 220 67.06 445 135.64 24 7.32 https://historicbridges.org/pennsylvania/jerseyshore2/little_marc_jerseyshore34280_small.jpg https://historicbridges.org/pennsylvania/jerseyshore2/little_img_6206.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jerseyshore2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.202460,-77.252280
8645 Newtown Creek Railroad Bridge This unusual bridge is noted for its heavy skew, and unusual bracing to accommodate this, and the skew may also be the reason for the unusual vertical endposts. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.089489 -76.783131 Railroad (Delaware, Lackawanna and Western Railroad Rail-Trail) Newtown Creek Elmira Chemung County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 0 0 0 0 American Bridge Company of New York, New York 8 8 150 45.72 173 52.73 24 7.32 https://historicbridges.org/newyork/elmirarr/little_dlandwshoebox68_small.jpg https://historicbridges.org/newyork/elmirarr/little_dlandwshoebox68.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/elmirarr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.089489,-76.783131
8647 Mill Street Bridge Camp Fiver Bridge This unique bowstring bridge trusses were placed on a replacement bridge as decorations, but the trusses retain their extremely unusual details. The technical description of the main or most noteworthy span of the bridge is a 35.8 ft (10.91 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 42.776909 -75.505198 Mill Street Sangerfield River Poolville Madison County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 9 9 35.8 10.91 37 11.28 15.7 4.79 https://historicbridges.org/newyork/williams-campfiver/little_wmsbr37_small.jpg https://historicbridges.org/newyork/williams-campfiver/little_wmsbr37.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/williams-campfiver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.776909,-75.505198
8648 Johnson's Creek Private Bridge This rare cast and wrought iron King bowstring truss bridge is long abandoned and extremely overgrown on private property. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. Special note about bridge location: This bridge is on private property. 43.357561 -78.273732 Abandoned Private Drive Johnson's Creek Rural Orleans County, New York New York United States This bridge is on private property. Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 0 0 King Bridge Company of Cleveland, Ohio 9 9 0 0 0 0 0 0 https://historicbridges.org/newyork/johnsonscreek/little_johnsonscrk6_small.jpg https://historicbridges.org/newyork/johnsonscreek/little_johnsonscrk6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/johnsonscreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.357561,-78.273732
8649 Brownville Bridge This is a somewhat old example of a welded truss bridge, also welded through trusses are much more uncommon than welded pony truss bridges. The technical description of the main or most noteworthy span of the bridge is a 180.8 ft (55.11 m) metal welded Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. 44.000785 -75.981510 Bridge Street (NY-971H) Black River Brownville Jefferson County, New York New York United States Metal Polygonal Warren Welded Through Truss Fixed 8 1 0 0 1954 1983 Unknown 5 5 180.8 55.11 185 56.39 24 7.32 https://historicbridges.org/newyork/12e-12f/little_rtes12eand12f35_small.jpg https://historicbridges.org/newyork/12e-12f/little_rtes12eand12f35.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/12e-12f/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.000785,-75.981510
8650 Butts Road Bridge Bridge E-197 This is a well-maintained example of the Erie Canal's distinctive Double-Warren through truss bridges. The technical description of the main or most noteworthy span of the bridge is a 151 ft (46.02 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.248686 -78.166030 Butts Road Erie Canal (New York State Barge Canal) Albion Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1912 2004 Unknown 6 6 151 46.02 192 58.52 14.8 4.51 https://historicbridges.org/newyork/buttsroad/little_marc-buttsrd8_small.jpg https://historicbridges.org/newyork/buttsroad/little_marc-buttsrd8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/buttsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248686,-78.166030
8651 Groth Road Bridge Bridge E-190 Noted for its skew, this is a traditional example of a fixed through truss on the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 167 ft (50.9 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.249571 -78.046225 Groth Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 9 1 Concrete Slab Fixed 0 2 1911 2004 Unknown 6 6 167 50.9 210 64.01 14.8 4.51 https://historicbridges.org/newyork/grothroad/little_marc-grothroadyearslater57_small.jpg https://historicbridges.org/newyork/grothroad/little_marc-grothroadyearslater57.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/grothroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.249571,-78.046225
8652 ! Niagara Street Bridge Long Homestead Bridge This is a traditional example of an Erie Canal fixed through truss has moved once and deserves to be preserved as part of the unique group of surviving New York State Barge canal era bridges. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York. 43.020968 -78.876891 Niagara Street (Empire State Trail) Ellicott Creek Tonawanda Erie County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 9 1 Concrete Slab Fixed 0 2 1909 0 J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York 6 6 160 48.77 204 62.18 14.8 4.51 https://historicbridges.org/newyork/niagarastreet/little_tonwreturn22_small.jpg https://historicbridges.org/newyork/niagarastreet/little_tonwreturn22.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/niagarastreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.020968,-78.876891
8653 Jackson Street Railroad Overpass Skew Arch Although widened with concrete on one side, the original portion of this bridge is an exceedingly rare example of a helicoidal arch, the most advanced way to produce a skewed stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by E. W. Ensign. 42.547395 -79.172276 Railroad (CSX) Jackson Street Silver Creek Chautauqua County, New York New York United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1869 0 E. W. Ensign 8 9 0 0 0 0 0 0 https://historicbridges.org/newyork/skewarch/little_skewarch3_small.jpg https://historicbridges.org/newyork/skewarch/little_skewarch3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/skewarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.547395,-79.172276
8654 Medina Culvert Culvert Road Tunnel This ancient and unusual stone arch structure is like a tunnel, or perhaps a short aqueduct, carrying the Erie Canal over a roadway. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 43.235590 -78.340457 Erie Canal (New York State Barge Canal) Culvert Road Rural Orleans County, New York New York United States Stone Segmental Deck Arch Fixed 0 1 0 0 1823 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/culvertroad/little_culvertrd3b_small.jpg https://historicbridges.org/newyork/culvertroad/little_culvertrd3b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/culvertroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.235590,-78.340457
8655 Genesee River Railroad Bridge This extremely unusual bridge has a combination of pinned connections and riveted connections, and is an exceedingly rare polygonal Warren truss that uses pins at all. The technical description of the main or most noteworthy span of the bridge is a 235 ft (71.63 m) metal multiple-type-connected Modified Polygonal Warren through truss, fixed. The bridge was primarily built by Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania. 43.097689 -77.677742 Railroad (CSX and Livonia, Avon and Lakeville) Genesee River Rochester Monroe County, New York New York United States Metal Modified Polygonal Warren Multiple-Type-Connected Through Truss Fixed 16 1 0 0 1905 0 Ritler-Conley Manufacturing Company of Pittsburgh, Pennsylvania 8 9 235 71.63 235 71.63 22 6.71 https://historicbridges.org/newyork/geneseejct/little_westshoreovergeneseeriver41_small.jpg https://historicbridges.org/newyork/geneseejct/little_img_3874.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/geneseejct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.097689,-77.677742
8656 Griffin Road Bridge Skate Creek Road Bridge This is one of the longest known pony truss bridges in New York State with a total of eight truss spans. The technical description of the main or most noteworthy span of the bridge is a 79 ft (24.08 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.223514 -75.065138 Griffin Road (Skate Creek Road) Skate Creek Reservoir Rural St. Lawrence County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 0 8 0 0 1922 1969 Unknown 6 8 79 24.08 640 195.07 14 4.27 https://historicbridges.org/newyork/skatecreek/little_marc-skatecreek16_small.jpg https://historicbridges.org/newyork/skatecreek/little_marc-skatecreek16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/skatecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.223514,-75.065138
8657 Capital Crescent Trail Bridge Arizona Avenue Bridge One of the most significant bridges in the District, this rare railroad Whipple truss and skewed Pratt truss has been preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 223 ft (67.97 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by Keystone Bridge Company of Pittsburgh, Pennsylvania. 38.924596 -77.107263 Railroad (Capital Crescent Rail-Trail) Chesapeake and Ohio Canal and Canal Road Washington District of Columbia District of Columbia United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 11 1 Metal Pratt Pin-Connected Through Truss 5 2 1885 1992 Keystone Bridge Company of Pittsburgh, Pennsylvania 8 9 223 67.97 342 104.24 0 0 https://historicbridges.org/dc/gtownbranchwhipple/little_gtownbranch85_small.jpg https://historicbridges.org/dc/gtownbranchwhipple/little_gtownbranch85.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=dc/gtownbranchwhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.924596,-77.107263
8658 Sandy Hook Bridge US-340 Potomac River Bridge This is a large and very beautiful deck truss noted for its attractive trusses, piers, and railings, and lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Maryland State Roads Commission. 39.323479 -77.708207 US-340 (Jefferson Pike) Potomac River, Sandy Hook Road, and Railroad (CSX) Rural Washington County, Maryland and Loudoun County, Virginia Maryland and Virginia United States Metal Warren Rivet-Connected Deck Truss Fixed 11 Continuous 12 Metal Stringer (Multi-Beam) Fixed 0 2 1946 1978 Bethlehem Steel Company of Bethlehem, Pennsylvania Maryland State Roads Commission 7 8 190 57.91 2251 686.1 25.3 7.71 https://historicbridges.org/maryland/harpersferryarea_decktruss/little_marc-harpersferry-decktruss18_small.jpg https://historicbridges.org/maryland/harpersferryarea_decktruss/little_marc-harpersferry-decktruss18.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/harpersferryarea_decktruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.323479,-77.708207
8659 Harpers Ferry Truss Railroad Bridge Winchester and Potomac Railroad Bridge, B&O Railroad Bridge This is a notable multi-span pin-connected truss located at an important, historic crossing. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works). The bridge was primarily designed by William Lee Sisson. 39.323940 -77.727310 Railroad (CSX) and Appalachian Trail Potomac River, Chesapeake and Ohio Canal, and Harpers Ferry Road (Sandy Hook Road) Harpers Ferry Jefferson County, West Virginia and Washington County, Maryland West Virginia and Maryland United States Metal Pratt Pin-Connected Through Truss Fixed 6 3 Metal Deck Girder Fixed 0 5 1894 0 A. & P. Roberts and Company of Pencoyd, Pennsylvania (Pencoyd Iron Works) William Lee Sisson 7 7 140 42.67 896.5 273.25 0 0 https://historicbridges.org/wvirginia/harpersferryarea_throughtruss/little_marc-harpersferry-rrtruss64_small.jpg https://historicbridges.org/wvirginia/harpersferryarea_throughtruss/little_marc-harpersferry-rrtruss64.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_throughtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.323940,-77.727310
8660 Harpers Ferry Plate Girder Railroad Bridge B&O Railroad Bridge The newer of two railroad bridges at this location, the construction of this bridge also resulted in reconstruction of the now-shared tunnel immediately east of these two bridges. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 39.324428 -77.728148 Railroad (CSX) Potomac River, Chesapeake and Ohio Canal, and Harpers Ferry Road (Sandy Hook Road) Harpers Ferry Jefferson County, West Virginia and Washington County, Maryland West Virginia and Maryland United States Metal Deck Girder Fixed 0 13 0 0 1931 0 American Bridge Company of New York, New York 5 5 100 30.48 1415 431.29 0 0 https://historicbridges.org/wvirginia/harpersferryarea_currentcsxmainline/little_marc-harpersferry-deckgirder16_small.jpg https://historicbridges.org/wvirginia/harpersferryarea_currentcsxmainline/little_marc-harpersferry-deckgirder16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_currentcsxmainline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.324428,-77.728148
8661 Harpers Ferry Trestle Bridge This bridge which wraps around historic Harpers Ferry, features long timber approach spans leading to a small plate girder main span. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 39.321926 -77.731614 Railroad (CSX) Bridge Street, Market Street, and Tell Street (Abandoned Streets) Harpers Ferry Jefferson County, West Virginia West Virginia United States Metal Deck Girder Fixed 0 1 Wood Stringer (Multi-Beam) Fixed 0 0 0 0 Unknown 5 5 35 10.67 1126 343.2 0 0 https://historicbridges.org/wvirginia/harpersferryarea_trestle/little_marc-harpersferry-trestle5_small.jpg https://historicbridges.org/wvirginia/harpersferryarea_trestle/little_marc-harpersferry-trestle5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_trestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.321926,-77.731614
8662 Randolph Bridge Virginius Island Footbridge Featuring "moderrn" timber trusses in 1974, this bridge is of extremely limited significance, but rests on piers which are from the 19th century, and the trusses were made to resemble the previous bridge at this location. The technical description of the main or most noteworthy span of the bridge is a wood Queenpost pony truss, fixed. The bridge was primarily built by Harpers Ferry Job Corps. 39.322243 -77.736404 Pedestrian Walkway Shenendoah Canal Harpers Ferry Jefferson County, West Virginia West Virginia United States Wood Queenpost Pony Truss Fixed 3 2 0 0 1974 0 Harpers Ferry Job Corps 1 2 0 0 0 0 0 0 https://historicbridges.org/wvirginia/harpersferryarea_shenandoahcanal/little_marc-harpersferry-shenandoahcanal23_small.jpg https://historicbridges.org/wvirginia/harpersferryarea_shenandoahcanal/little_marc-harpersferry-shenandoahcanal23.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_shenandoahcanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.322243,-77.736404
8663 Potomac Street Railroad Overpass This small plate girder is one of several historic railroad bridges in this area. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal through girder, fixed. The bridge was primarily built by Unknown. 39.323144 -77.729182 Railroad (CSX) Potomac Street (Appalachian Trail) Harpers Ferry Jefferson County, West Virginia West Virginia United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 4 50 15.24 52 15.85 0 0 https://historicbridges.org/wvirginia/harpersferryarea_thrugirder/little_marc-harpersferry-damagedthroughgirder1_small.jpg https://historicbridges.org/wvirginia/harpersferryarea_thrugirder/little_marc-harpersferry-damagedthroughgirder1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/harpersferryarea_thrugirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.323144,-77.729182
8664 Jefferson Pike Bridge Although Frederick County is noted for historic bridge preservation, this state owned bridge has been badly neglected and abused. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Maryland State Roads Commission. 39.357150 -77.573010 Jefferson Pike (MD-180) Catoctin Creek Rural Frederick County, Maryland Maryland United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1928 0 Unknown Maryland State Roads Commission 5 5 70 21.34 207 63.09 24 7.32 https://historicbridges.org/maryland/harpersferryarea_catoctincrkarch/little_marc-catcrk25_small.jpg https://historicbridges.org/maryland/harpersferryarea_catoctincrkarch/little_marc-catcrk25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/harpersferryarea_catoctincrkarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.357150,-77.573010
8665 ! CR-664 Bridge This largely unaltered and traditional example of a Luten arch was noted for its multi-span design. The technical description of the main or most noteworthy span of the bridge is a 32.2 ft (9.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 27.636646 -81.849431 CR-664 Little Payne Creek Near Bowling Green Hardee County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1915 0 Luten Bridge Company of York, Pennsylvania 6 6 32.2 9.81 96 29.26 16 4.88 https://historicbridges.org/florida/mainstbowlinggreen/little_marc-lutengoner17_small.jpg https://historicbridges.org/florida/mainstbowlinggreen/little_marc-lutengoner17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/mainstbowlinggreen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=27.636646,-81.849431
8666 Emmick Road Bridge Located in a county and region with few surviving historic truss bridges, this bridge should perhaps get more recognition than it has in the past. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.569448 -77.203407 Emmick Road (TR-642) Zimmerman Creek Rural Tioga County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1909 1989 Unknown 5 5 40 12.19 42 12.8 13.8 4.21 https://historicbridges.org/pennsylvania/nauvoo/little_nauvoo2_small.jpg https://historicbridges.org/pennsylvania/nauvoo/little_nauvoo2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/nauvoo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.569448,-77.203407
8667 Carmen Road Private Bridge Abandoned and somewhat damaged, this bridge is an exceedingly rare example of a ca 1870s bowstring formed from bent i-beam top chord, one of several such bridges in the state. The technical description of the main or most noteworthy span of the bridge is a metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by Unknown. 43.287781 -78.489189 Abandoned Private Drive Johnson's Creek Tributary Rural Niagara County, New York New York United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 9 9 0 0 0 0 0 0 https://historicbridges.org/newyork/carmenroad1/little_carmenrd32_small.jpg https://historicbridges.org/newyork/carmenroad1/little_carmenrd32.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/carmenroad1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287781,-78.489189
8668 Carmen Road Bridge This is a traditional example of a highway through plate girder. The technical description of the main or most noteworthy span of the bridge is a 59.74 ft (18.21 m) metal through girder, fixed. The bridge was primarily built by Unknown. 43.287555 -78.489006 Carmen Road Johnson's Creek Rural Niagara County, New York New York United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 3 59.74 18.21 65 19.81 24 7.32 https://historicbridges.org/newyork/carmenroad2/little_carmentg5_small.jpg https://historicbridges.org/newyork/carmenroad2/little_carmentg5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/carmenroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.287555,-78.489006
8669 NY-237 Bridge This representative example of a steel stringer bridge is unaltered, intact, and largely original example of a New York State standard for many years. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 43.265754 -78.031407 NY-237 (Main Street Road) East Branch Sandy Creek Murray Orleans County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1954 0 Unknown New York State Department of Public Works 1 2 44 13.41 57 17.37 26 7.92 https://historicbridges.org/newyork/sandycrkstdplan/little_marc-sandycreekstd29_small.jpg https://historicbridges.org/newyork/sandycrkstdplan/little_marc-sandycreekstd29.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sandycrkstdplan/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.265754,-78.031407
8671 Ganargua Creek Bridge This was reported as an 1879 product of the King Bridge Company making it one of the famous company's oldest surviving Pratt trusses in the entire country! The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 43.087385 -77.136461 Abandoned Road Ganargua Creek Rural Wayne County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1879 0 King Bridge Company of Cleveland, Ohio 8 9 0 0 0 0 0 0 https://historicbridges.org/newyork/easttownline/main_small.jpg https://historicbridges.org/newyork/easttownline/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/easttownline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.087385,-77.136461
8673 Ridge Road Bridge This representative example of a steel stringer bridge is unaltered, intact, and largely original example of a New York State standard for many years. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 43.274693 -78.329106 Ridge Road (NY-104) Oak Orchard Creek Rural Orleans County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1954 0 Unknown New York State Department of Public Works 1 2 53.8 16.4 168 51.21 36 10.97 https://historicbridges.org/newyork/oakorchard-on-the-ridge/little_marc-oakorchard-on-the-ridgelastdays13_small.jpg https://historicbridges.org/newyork/oakorchard-on-the-ridge/little_marc-oakorchard-on-the-ridgelastdays13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oakorchard-on-the-ridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.274693,-78.329106
8674 Ranney Bridge This classic Canton Bridge Company pony truss had its trusses attached as decorations to a steel stringer bridge on this private drive. The technical description of the main or most noteworthy span of the bridge is a 59.4 ft (18.11 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. 44.184300 -73.785283 Ranney Way (Private Drive) Ausable River Rural Essex County, New York New York United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1902 0 Canton Bridge Company of Canton, Ohio 6 7 59.4 18.11 59.4 18.11 13.7 4.18 https://historicbridges.org/newyork/ranneysbridge/little_marc_ranneysbridge28_small.jpg https://historicbridges.org/newyork/ranneysbridge/little_marc_ranneysbridge28.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ranneysbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.184300,-73.785283
8675 Pyrites Bridge This attractive riveted pony truss bridge has been abandoned. The technical description of the main or most noteworthy span of the bridge is a 81.7 ft (24.9 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.514719 -75.186584 Bridge Street (Pink Schoolhouse Road) Grasse River (Grass River) Hermon St. Lawrence County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1907 1971 Unknown 6 6 81.7 24.9 85 25.91 14.4 4.39 https://historicbridges.org/newyork/pyrites/little_pyrites17_small.jpg https://historicbridges.org/newyork/pyrites/little_pyrites17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pyrites/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.514719,-75.186584
8676 Coon Bridge This is a short but heavy duty pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 54.8 ft (16.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.193575 -75.782747 Coon Bridges Road Indian River (West Channel) Rural Jefferson County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1931 1997 Unknown 6 6 54.8 16.7 59 17.98 15.7 4.79 https://historicbridges.org/newyork/coonbridges/little_coonbridges21_small.jpg https://historicbridges.org/newyork/coonbridges/little_coonbridges21.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/coonbridges/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.193575,-75.782747
8677 Red Bridge Salmon Creek Road Bridge This unusual subdivided double-intersection Warren truss has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 42.559272 -76.537381 Salmon Creek Road Salmon Creek Lansing Tompkins County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 10 1 0 0 0 2017 Unknown 6 6 99.7 30.39 103 31.39 16 4.88 https://historicbridges.org/newyork/lansing/little_main_small.jpg https://historicbridges.org/newyork/lansing/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lansing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.559272,-76.537381
8683 Washington Street Bridge Channing Philbrick Park Bridge This concrete arch bridge remains in place for pedestrian use and is noted for its traditional construction including Ransome style twisted bar rebar. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by J. H. Weisher. 43.127208 -77.484578 Washington Street (Linear Park Drive) Irondequoit Creek Penfield Monroe County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1916 0 J. H. Weisher 5 6 0 0 0 0 0 0 https://historicbridges.org/newyork/sgoh-sa-is-thah/little_marc-sgoh-sa-is-thah2138_small.jpg https://historicbridges.org/newyork/sgoh-sa-is-thah/little_marc-sgoh-sa-is-thah2138.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sgoh-sa-is-thah/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.127208,-77.484578
8684 L Pine Street Bridge Forest Hill Avenue Bridge In 2000, it appears this rare timber Kingpost overpass was replaced with a steel stringer bridge, with the kingpost trusses left in place as decorative elements. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) wood Kingpost pony truss, fixed. The bridge was primarily built by Unknown. 44.329307 -74.124148 Pine Street (Forest Hill Avenue) Railroad (Adirondack Railroad) Saranac Lake Essex County, New York New York United States Wood Kingpost Pony Truss Fixed 2 1 Wood Stringer (Multi-Beam) Fixed 0 2 1928 2000 Unknown 7 7 28 8.53 76 23.16 19 5.79 https://historicbridges.org/newyork/rrkingpost/little_kingpost25_small.jpg https://historicbridges.org/newyork/rrkingpost/little_kingpost25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rrkingpost/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.329307,-74.124148
8685 Peet Road Bridge This extremely old rivet-connected pony is also noted for its lack of vertical members and rare American use of British steel, and association with a little-known builder. The technical description of the main or most noteworthy span of the bridge is a 61.7 ft (18.81 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Vermont Construction Company of St. Albans, Vermont. 42.524290 -75.255781 Peet Road Butternut Creek Rural Otsego County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 5 1 0 0 1890 0 Vermont Construction Company of St. Albans, Vermont 8 8 61.7 18.81 63 19.2 12 3.66 https://historicbridges.org/newyork/peetpony/little_vmt47_small.jpg https://historicbridges.org/newyork/peetpony/little_vmt47.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/peetpony/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.524290,-75.255781
8686 7th Street Bridge 4th Street Pedestrian Bridge This King Bridge Company through truss was relocated from 7th Street to 4th Street where it replaced a less significant pony truss and was rehabilitated for pedestrians. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.776342 -78.018523 4th Street (Pedestrian Walkway) Allegheny River Coudersport Potter County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1883 2011 King Bridge Company of Cleveland, Ohio 7 7 72 21.95 74.2 22.62 15.4 4.69 https://historicbridges.org/pennsylvania/7thstreet/little_marc-coudersport-7th-king14_small.jpg https://historicbridges.org/pennsylvania/7thstreet/little_marc-coudersport-7th-king14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/7thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.776342,-78.018523
8687 Keating Summit Bridge Bush Hill Road Bridge This very early rivet connected truss built by an important bridge builder was one of the most significant historic bridges in the region. The technical description of the main or most noteworthy span of the bridge is a 82 ft (24.99 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. 41.680496 -78.182196 Bush Hill Road (TR-305) Railroad (Western New York and Pennsylvania) Keating Summit Potter County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 7 1 0 0 1891 0 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York 7 8 82 24.99 84 25.6 11.2 3.41 https://historicbridges.org/pennsylvania/bushhill/little_marc-keatingsummit13_small.jpg https://historicbridges.org/pennsylvania/bushhill/little_marc-keatingsummit13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/bushhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.680496,-78.182196
8689 Bryant Hollow Bridge This classic Warren pony truss is today decorative after three culverts were stuck underneath it in 1981, making this bridge best viewed from the road. The technical description of the main or most noteworthy span of the bridge is a 30.8 ft (9.39 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.920676 -78.016730 Bryant Hollow Road (TR-356) Oswayo Creek Oswayo Potter County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 1907 1981 Unknown 5 5 30.8 9.39 30.8 9.39 22.6 6.89 https://historicbridges.org/pennsylvania/oswayo-bryanthollow/little_oswayopenna1_small.jpg https://historicbridges.org/pennsylvania/oswayo-bryanthollow/little_oswayopenna1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oswayo-bryanthollow/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.920676,-78.016730
8690 Avenue A Bridge This is a late example of a highway plate girder bridge in Pennsylvania. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal through girder, fixed. The bridge was primarily built by Unknown. 41.791083 -78.016263 Avenue A Allegheny River Coudersport Potter County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 1 0 0 1959 0 Unknown 4 4 71 21.64 75 22.86 28 8.53 https://historicbridges.org/pennsylvania/stdthroughgirder/little_marc-alleghenyrivertg3_small.jpg https://historicbridges.org/pennsylvania/stdthroughgirder/little_marc-alleghenyrivertg3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/stdthroughgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.791083,-78.016263
8691 Horton Bridge Old Cooks Falls Bridge This outstanding and rare King Whipple through truss bridge has been bypassed and abandoned. The technical description of the main or most noteworthy span of the bridge is a 152 ft (46.33 m) metal pin-connected Whipple (Double-Intersection Pratt) through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 41.972425 -75.016833 Chiloway Road Beaver Kill Rural Delaware County, New York New York United States Metal Whipple (Double-Intersection Pratt) Pin-Connected Through Truss Fixed 9 1 Metal Stringer (Multi-Beam) Fixed 0 0 1885 0 King Bridge Company of Cleveland, Ohio 8 8 152 46.33 190 57.91 13.8 4.21 https://historicbridges.org/newyork/beaverkillwhipple/little_kingwhipple4_small.jpg https://historicbridges.org/newyork/beaverkillwhipple/little_kingwhipple4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beaverkillwhipple/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.972425,-75.016833
8692 Ditch Road Bridge Holmesville Bridge This is a rare surviving multi-span example of a through truss built by the prolific Wrought Iron Bridge Company and it has a few surviving finials as well. The technical description of the main or most noteworthy span of the bridge is a 86 ft (26.21 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.511287 -75.394528 Ditch Road (TR-17) Unadilla River Holmesville Chenango County, New York and Otsego County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 7 2 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 8 8 86 26.21 175 53.34 13.5 4.11 https://historicbridges.org/newyork/ditchroad/little_wiunadillar58_small.jpg https://historicbridges.org/newyork/ditchroad/little_wiunadillar58.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ditchroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.511287,-75.394528
8693 Lieb Road Bridge This bridge appears to be an early example of a rivet-connected truss bridge and is noted for its lack of verticals and rare combination of riveted connections and floorbeam hangers. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. 42.528277 -75.934171 Lieb Road Gee Brook Rural Cortland County, New York New York United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 8 8 50 15.24 59 17.98 11.2 3.41 https://historicbridges.org/newyork/liebrd/little_liebroad19_small.jpg https://historicbridges.org/newyork/liebrd/little_liebroad19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/liebrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.528277,-75.934171
8694 4 Mile Creek Private Bridge This privately owned bridge is noted for its tiny size and is a rare surviving example of a small in-state bridge builder. The technical description of the main or most noteworthy span of the bridge is a 28 ft (8.53 m) metal rivet-connected Pratt pony truss, fixed. The bridge was primarily built by Climax Road Machine Company of Marathon, New York. Special note about bridge location: This bridge is on private property. 43.266773 -77.431277 Private Drive 4 Mile Creek Webster-On-The-Lake Monroe County, New York New York United States This bridge is on private property. Metal Pratt Rivet-Connected Pony Truss Fixed 2 1 0 0 1903 0 Climax Road Machine Company of Marathon, New York 6 6 28 8.53 30 9.14 0 0 https://historicbridges.org/newyork/webster-on-the-lake/little_marc-4-micrk7_small.jpg https://historicbridges.org/newyork/webster-on-the-lake/little_marc-4-micrk7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/webster-on-the-lake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.266773,-77.431277
8697 Lake Street Bridge This is a good example of a state standard through truss, a type that is rapidly disappearing in New York State. The technical description of the main or most noteworthy span of the bridge is a 163.7 ft (49.9 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.616209 -75.331356 CR-13 (Lake Street) Unadilla River New Berlin Chenango County, New York and Otsego County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1933 1990 Unknown New York State Department of Public Works 5 6 163.7 49.9 165 50.29 24 7.32 https://historicbridges.org/newyork/lakestnewberlin/little_delhishortcutreturn36_small.jpg https://historicbridges.org/newyork/lakestnewberlin/little_delhishortcutreturn36.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakestnewberlin/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.616209,-75.331356
8698 Mohawk River Railroad Bridge This bridge is noted for its Baltimore truss configuration, skew, and width consisting of three truss lines. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.193025 -75.396059 Railroad (CSX and Mohawk, Adirondack and Northern) (Former New York Central) Mohawk River Rural Oneida County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 6 104 31.7 105 32 57 17.37 https://historicbridges.org/newyork/romerrtruss/little_marc-mohawkratcp-24821_small.jpg https://historicbridges.org/newyork/romerrtruss/little_marc-mohawkratcp-24821.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/romerrtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.193025,-75.396059
8699 Williams Road Bridge This state standard pony truss is located off of a state highway a short distance south of the confluence of the Sangerfield River and the Chenango River. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.714443 -75.540386 Williams Road (CR-23) Chenango River Rural Chenango County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1933 1989 Unknown New York State Department of Public Works 5 6 99.7 30.39 103 31.39 23 7.01 https://historicbridges.org/newyork/sangerfieldriver/little_sangerfieldriver29_small.jpg https://historicbridges.org/newyork/sangerfieldriver/little_sangerfieldriver29.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sangerfieldriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.714443,-75.540386
8700 Blanding Road Bridge This classic state standard pony truss bridge is a form that is rapidly disappearing from the state's roads due to demolition and replacement. The technical description of the main or most noteworthy span of the bridge is a 100.7 ft (30.69 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Smith and Caffrey Company of Syracuse, New York. The bridge was primarily designed by New York State Department of Public Works. 42.664847 -75.494879 Blanding Road (TR-44) Chenango River Rural Chenango County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 1939 1993 Smith and Caffrey Company of Syracuse, New York New York State Department of Public Works 5 6 100.7 30.69 103 31.39 21 6.4 https://historicbridges.org/newyork/blandingroad/little_blanding38_small.jpg https://historicbridges.org/newyork/blandingroad/little_blanding38.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/blandingroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.664847,-75.494879
8700 Small Acres Lane Bridge This bridge with its unusual railings today serves a dead-end road, but this road was originally part of the Grand River Avenue, Detroit-Lansing plank road. The technical description of the main or most noteworthy span of the bridge is a 26 ft (7.92 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.724088 -84.444139 Small Acres Lane (Old Grand River Avenue Alignment) Pine Lake Outlet Okemos Ingham County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1925 0 Unknown 1 3 26 7.92 26 7.92 19 5.79 https://historicbridges.org/michigan/smallacres/little_img_20220215_173547_small.jpg https://historicbridges.org/michigan/smallacres/little_img_20220215_173547.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/smallacres/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.724088,-84.444139
8701 ! Crane Creek Railroad Bridge Configured as a pair of superstructures on shared bents, this bridge was not preserved. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 28.076362 -80.603690 Railroad (Brightline and Florida East Coast) Crane Creek and Melbourne Avenue Melbourne Brevard County, Florida Florida United States Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 5 5 50 15.24 650 198.12 0 0 https://historicbridges.org/florida/cranecreek/little_marc-crcrtrestleslastdays9_small.jpg https://historicbridges.org/florida/cranecreek/little_marc-crcrtrestleslastdays9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/cranecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.076362,-80.603690
8702 ! Francis P. Whitehair Bridge Crows Bluff Bridge This is one of Florida's once numerous bascule bridges, but these bridges are rapidly disappearing as they are replaced with fixed high level bridges. The technical description of the main or most noteworthy span of the bridge is a 104.7 ft (31.91 m) metal deck girder, movable: double leaf bascule. The bridge was primarily built by Unknown. 29.008594 -81.382265 FL-44 St. Johns River DeLand Lake County, Florida and Volusia County, Florida Florida United States Metal Deck Girder Movable: Double Leaf Bascule 0 1 Concrete T-Beam Fixed 0 10 1955 0 Unknown 6 6 104.7 31.91 525 160.02 27.6 8.41 https://historicbridges.org/florida/whitehair/little_whitehair_7_small.jpg https://historicbridges.org/florida/whitehair/little_whitehair_32.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/whitehair/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=29.008594,-81.382265
8703 Rowlett Park Drive Bridge This bridge has been included as a representative example of a mid 20th century bridge in Florida. The technical description of the main or most noteworthy span of the bridge is a 53.2 ft (16.22 m) pre-stressed concrete stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 28.022080 -82.435044 Rowlett Park Drive Hillsborough River Tampa Hillsborough County, Florida Florida United States Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 3 0 0 1957 0 Unknown 1 1 53.2 16.22 159 48.46 28.2 8.6 https://historicbridges.org/florida/rowlettpk/little_marc-rowlettpk1_small.jpg https://historicbridges.org/florida/rowlettpk/little_marc-rowlettpk1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/rowlettpk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.022080,-82.435044
8704 Washington Street Bridge A rare remnant of pre-Disney Orlando, this well-preserved bridge is noted for its attractive design, and it has a beautiful brick deck as well. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Concrete Steel Bridge Company of Florida of Miami Beach, Florida. The bridge was primarily designed by Morton Hagartney. 28.544009 -81.358389 Washington Street Fern Creek Orlando Orange County, Florida Florida United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1926 0 Concrete Steel Bridge Company of Florida of Miami Beach, Florida Morton Hagartney 6 8 20 6.1 60 18.29 24 7.32 https://historicbridges.org/florida/washstorlando/little_marc-azaleapk5_small.jpg https://historicbridges.org/florida/washstorlando/little_marc-azaleapk5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=florida/washstorlando/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=28.544009,-81.358389
8705 Private Edwin Tubbs Memorial Bridge US-6 Allegheny River Bridge This standard pony truss bridge retains original lattice sidewalk railings. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Parker pony truss, fixed. The bridge was primarily built by A. G. Andrew Engineering Company. The bridge was primarily designed by Pennsylvania State Highway Department. 41.769789 -78.025090 US-6 (Chestnut Street and Eulalia Street) Allegheny River Coudersport Potter County, Pennsylvania Pennsylvania United States Metal Parker Rivet-Connected Pony Truss Fixed 7 1 0 0 1934 2006 A. G. Andrew Engineering Company Pennsylvania State Highway Department 5 5 112 34.14 117 35.66 30.8 9.39 https://historicbridges.org/pennsylvania/tubbsmemorial/little_marc-tubbsmeml1_small.jpg https://historicbridges.org/pennsylvania/tubbsmemorial/little_marc-tubbsmeml1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/tubbsmemorial/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.769789,-78.025090
8706 Pleasant Brook Bridge This abandoned stringer bridge is noted for its jack arch deck and unusual ornamental lattice railings. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.718414 -75.651018 Abandoned Road Pleasant Brook Rural Cortland County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/newyork/pleasantbrook/little_pleasantbrk2_small.jpg https://historicbridges.org/newyork/pleasantbrook/little_pleasantbrk2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pleasantbrook/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.718414,-75.651018
8707 Drake Street Road Private Bridge Oak Orchard Creek Tributary Bridge Classic lattice railing steel stringer bridges like this are uncommon today. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.065952 -78.244237 Abandoned Private Drive Oak Orchard Creek Tributary Near Oakfield Genesee County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/newyork/oakfieldlattice/little_oakfield9_small.jpg https://historicbridges.org/newyork/oakfieldlattice/little_oakfield9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/oakfieldlattice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.065952,-78.244237
8711 Cortland Railroad Bridge Tioughnioga River Railroad Bridge This highly unusual railroad through truss appears to have been altered using spare parts, a very long time ago. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.592525 -76.155267 Railroad (New York, Susquehanna & Western. Tioughnioga River Cortland Cortland County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 6 3 0 4 0 0 Unknown 7 7 115 35.05 415 126.49 0 0 https://historicbridges.org/newyork/suit-koteaccess/main_small.jpg https://historicbridges.org/newyork/suit-koteaccess/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/suit-koteaccess/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.592525,-76.155267
8712 Delaware Aqueduct Roebling's Delaware Aqueduct One of the oldest suspension bridges in the United States, this bridge is also noted for its design as an aqueduct, although today it is used as a traditional bridge. The technical description of the main or most noteworthy span of the bridge is a 141 ft (42.98 m) metal wire cable suspension, fixed. The bridge was primarily built by John A. Roebling. The bridge was primarily designed by John A. Roebling and Russel F. Lord. 41.482632 -74.984505 Delaware Drive (Former Delaware and Hudson Canal) Delaware River Rural Sullivan County, New York and Pike County, Pennsylvania New York and Pennsylvania United States Metal Wire Cable Suspension Fixed 0 4 0 0 1848 1987 John A. Roebling John A. Roebling and Russel F. Lord 10 10 141 42.98 535 163.07 11.5 3.51 https://historicbridges.org/pennsylvania/roeblingaqueduct/little_dhcanalaqd93_small.jpg https://historicbridges.org/pennsylvania/roeblingaqueduct/little_dhcanalaqd93.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/roeblingaqueduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482632,-74.984505
8713 Lower Toddsville Road Bridge This bridge is a short, classic example of a ca. 1880s Wrought Iron Bridge Company through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.682637 -74.957607 Lower Toddsville Road Oaks Creek Rural Otsego County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 72 21.95 75.2 22.92 13.8 4.21 https://historicbridges.org/newyork/toddsvillethrough/little_pom-town8_small.jpg https://historicbridges.org/newyork/toddsvillethrough/little_pom-town8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/toddsvillethrough/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.682637,-74.957607
8714 Kellams Bridge Although most of the bridge seen today actually dates to 1936, this small scale suspension bridge is noted for its unusual design which features a main cable that dips below the deck of the bridge. The technical description of the main or most noteworthy span of the bridge is a 384 ft (117.04 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by David Kellam. 41.823461 -75.113694 Kellams Bridge Road (PA-1018) Delaware River Rural Sullivan County, New York and Wayne County, Pennsylvania New York and Pennsylvania United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1889 1936 David Kellam 8 8 384 117.04 385 117.35 11.2 3.41 https://historicbridges.org/pennsylvania/kellamsbridge/little_kellamsbrunderconst8_small.jpg https://historicbridges.org/pennsylvania/kellamsbridge/little_kellamsbrunderconst8.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/kellamsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.823461,-75.113694
8715 Norwich Railroad Bridge South This railroad through truss is noted for its subdivided Warren truss configuration. The technical description of the main or most noteworthy span of the bridge is a 115 ft (35.05 m) metal rivet-connected Modified Warren (Subdivided) through truss, fixed. The bridge was primarily built by Unknown. 42.517836 -75.519005 Railroad (New York, Susquehanna, and Western) Canasawacta Creek Norwich Chenango County, New York New York United States Metal Modified Warren (Subdivided) Rivet-Connected Through Truss Fixed 12 1 0 0 0 0 Unknown 6 6 115 35.05 117 35.66 0 0 https://historicbridges.org/newyork/norwichblackbridge/little_nyswblackbr4_small.jpg https://historicbridges.org/newyork/norwichblackbridge/little_nyswblackbr4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/norwichblackbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.517836,-75.519005
8716 H Moyer Road Bridge This is an outstanding, unaltered example of a bridge built by the Groton Bridge Company, a prolific New York State bridge builder. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.927833 -74.742458 H Moyer Road Otsquago Creek Hallsville Montgomery County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 1889 1962 Groton Bridge Company of Groton, New York 7 8 44 13.41 54.8 16.7 10.5 3.2 https://historicbridges.org/newyork/moyer/little_groton18893_small.jpg https://historicbridges.org/newyork/moyer/little_groton18893.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/moyer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927833,-74.742458
8717 US-281 Brazos River Bridge This outstanding example of a continuous through truss stands out as the only one of its kind in this area. The technical description of the main or most noteworthy span of the bridge is a 252 ft (76.81 m) metal continuous rivet-connected Warren through truss, fixed. The bridge was primarily built by Brown and Root of Houston, Texas and Bethlehem Steel Company of Bethlehem, Pennsylvania.. The bridge was primarily designed by Texas Highway Department. 32.641552 -98.100321 US-281 (Southbound) Brazos River Rural Palo Pinto County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 10 Continuous 3 Metal Stringer (Multi-Beam) Fixed 0 0 1939 2019 Brown and Root of Houston, Texas and Bethlehem Steel Company of Bethlehem, Pennsylvania. Texas Highway Department 7 8 252 76.81 1138 346.86 24 7.32 https://historicbridges.org/texas/brazos281/little_jesseberube-dsc08851_small.jpg https://historicbridges.org/texas/brazos281/jesseberube-main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/brazos281/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.641552,-98.100321
8718 L Pike Footbridges At the time of documentation, two unique lattice girder foot bridges carried sidewalks here, however one has since collapsed and been removed. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 42.555370 -78.154192 NY-19 (Main Street) (Sidewalks) Wiscoy Creek Pike Wyoming County, New York New York United States Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 5 5 45 13.72 46 14.02 0 0 https://historicbridges.org/newyork/latticegirdertwins/little_latticegirdertwins14_small.jpg https://historicbridges.org/newyork/latticegirdertwins/little_latticegirdertwins14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/latticegirdertwins/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.555370,-78.154192
8719 Brasher Falls Bridge This is a good unaltered example of a small state standard through truss in a populated location that includes sidewalks. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 44.807968 -74.771978 NY-11C (Main Street) St. Regis River Brasher Falls St. Lawrence County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1933 1994 Unknown New York State Department of Public Works 5 6 150 45.72 155 47.24 24 7.32 https://historicbridges.org/newyork/rte11cbrasherfalls/little_brasherfalls--rte11c27_small.jpg https://historicbridges.org/newyork/rte11cbrasherfalls/little_brasherfalls--rte11c27.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rte11cbrasherfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.807968,-74.771978
8720 Crawford Creek Road Bridge This classic Warren pony truss is closed to traffic but currently remains in use for snowmobiles. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.360419 -78.148850 Crawford Creek Road (Abandoned Alignment) Crawford Creek Rural Allegany County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/newyork/crawfordcrk/little_crawfordcrk27_small.jpg https://historicbridges.org/newyork/crawfordcrk/little_crawfordcrk27.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/crawfordcrk/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.360419,-78.148850
8721 Lake Road West Fork Bridge This bridge, possibly designed by the county, features a truss configuration that is uncommon in the state, since the state usually designed using Warren-based trusses. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Camelback pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.335254 -77.927861 Lake Road West Fork (CR-234) Sandy Creek Rural Monroe County, New York New York United States Metal Camelback Rivet-Connected Pony Truss Fixed 5 1 0 0 1941 1995 American Bridge Company of New York, New York 5 7 90 27.43 93 28.35 26.6 8.11 https://historicbridges.org/newyork/westfork/little_lkrdwfk7_small.jpg https://historicbridges.org/newyork/westfork/little_lkrdwfk7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/westfork/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.335254,-77.927861
8722 Southern Reservoirs Bridges These two tiny stringer bridges have ornate railings that were salvaged from an unknown previous bridge, probably a pre-1900 bridge given the ornate railing design. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.076316 -75.234328 Reservoir Access Southern Reservoirs Outlet New Hartford Oneida County, New York New York United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 0 0 0 0 0 0 https://historicbridges.org/newyork/valleyviewrailings/little_archrail2_small.jpg https://historicbridges.org/newyork/valleyviewrailings/little_archrail2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/valleyviewrailings/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.076316,-75.234328
8723 Home Road Bridge This traditional riveted pony truss bridge was sadly demolished without a replacement before a more complete photo-documentation was completed. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.940733 -78.556378 Home Road Ellicott Creek Millgrove Erie County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 4 5 0 0 0 0 0 0 https://historicbridges.org/newyork/homeroad/little_homerd1_small.jpg https://historicbridges.org/newyork/homeroad/little_homerd1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/homeroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.940733,-78.556378
8724 Black Creek Private Bridge This is an extremely tiny pony truss bridge, and although missing, there is evidence of former plaques at the top of the end post, which was used by the Canton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Canton Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. 42.353576 -77.921071 Private Drive Black Creek Birdsall Allegany County, New York New York United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 2 1 0 0 0 0 Canton Bridge Company of Canton, Ohio 6 6 25 7.62 26 7.92 11 3.35 https://historicbridges.org/newyork/pvtdvwy/little_mondvwy2_small.jpg https://historicbridges.org/newyork/pvtdvwy/little_mondvwy2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/pvtdvwy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.353576,-77.921071
8725 West Stockholm Bridge This excellent and rare multi-span pony truss built by the noteworthy Groton Bridge Company, and its trusses were converted to decorative, a compromise preservation solution that has been nicely implemented here. The technical description of the main or most noteworthy span of the bridge is a 76 ft (23.16 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 44.713494 -74.900405 West Stockholm - Southville Road (CR-57) West Branch St. Regis River West Stockholm St. Lawrence County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 2 0 0 1883 2000 Groton Bridge Company of Groton, New York 7 8 76 23.16 153 46.63 15.4 4.69 https://historicbridges.org/newyork/wstockholm-southvillerd/little_stockholm7_small.jpg https://historicbridges.org/newyork/wstockholm-southvillerd/little_stockholm7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wstockholm-southvillerd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.713494,-74.900405
8726 Lake Avenue Bridge This is one of the smallest, simplest known bridges that David Steinman, one of America's greatest and most famous engineers, was hired to design. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal continuous deck girder, fixed. The bridge was primarily built by William E. Bouley Company of Auburn, New York. The bridge was primarily designed by David Steinman of New York, New York. 42.926751 -76.554192 Lake Avenue Owasco Outlet Auburn Cayuga County, New York New York United States Metal Deck Girder Fixed 0 Continuous 3 0 0 1954 1984 William E. Bouley Company of Auburn, New York David Steinman of New York, New York 7 7 120 36.58 268 81.69 48 14.63 https://historicbridges.org/newyork/lakeaveauburn/little_lakeave23_small.jpg https://historicbridges.org/newyork/lakeaveauburn/little_lakeave23.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/lakeaveauburn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.926751,-76.554192
8727 Brooklyn Street Bridge This classic riveted pony truss has surviving remnants of a plaque indicating it was the work of the prolific in-state builder, Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.852419 -75.606314 Brooklyn Street Chenango River Eaton Madison County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 0 0 0 1971 Groton Bridge Company of Groton, New York 6 6 40 12.19 43 13.11 14.8 4.51 https://historicbridges.org/newyork/brooklynstreetbridge/little_brooklynbr13_small.jpg https://historicbridges.org/newyork/brooklynstreetbridge/little_brooklynbr13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brooklynstreetbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.852419,-75.606314
8728 Baskins Farm Bridge South A classic Wrought Iron Bridge Company pony truss, this is one of two very noteworthy bridges found on this private farm, The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. Special note about bridge location: This bridge is on private property. 42.936810 -78.193827 Private Drive Little Tonawanda Creek Rural Genesee County, New York New York United States This bridge is on private property. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 6 7 0 0 0 0 0 0 https://historicbridges.org/newyork/baskinsfarmsouthbridge/little_marc-baskinsfarms13_small.jpg https://historicbridges.org/newyork/baskinsfarmsouthbridge/little_marc-baskinsfarms13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/baskinsfarmsouthbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.936810,-78.193827
8729 Baskins Farm Bridge North One of two very noteworthy bridges found on this private farm, this extremely unusual bridge is a very unique example of the work of the notable Penn Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Warren pony truss, fixed. The bridge was primarily built by Penn Bridge Company of Beaver Falls, Pennsylvania. Special note about bridge location: This bridge is on private property. 42.940500 -78.189295 Private Drive Little Tonawanda Creek Rural Genesee County, New York New York United States This bridge is on private property. Metal Warren Pin-Connected Pony Truss Fixed 3 1 0 0 1885 0 Penn Bridge Company of Beaver Falls, Pennsylvania 8 9 0 0 0 0 0 0 https://historicbridges.org/newyork/baskinsfarmnorthbridge/little_marc-baskinsfarmn13_small.jpg https://historicbridges.org/newyork/baskinsfarmnorthbridge/little_marc-baskinsfarmn13.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/baskinsfarmnorthbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.940500,-78.189295
8730 Base Street Culvert This culvert has lattice railings from a previous bridge on it. The technical description of the main or most noteworthy span of the bridge is a metal culvert, fixed. The bridge was primarily built by Unknown. 42.680799 -82.740157 Base Street Crapaud Creek New Baltimore Macomb County, Michigan Michigan United States Metal Culvert Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/basestreet/little_fulladd_basestreetredetailed7657_small.jpg https://historicbridges.org/michigan/basestreet/little_fulladd_basestreetredetailed7657.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/basestreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.680799,-82.740157
8732 Burtch Road Driveway Bridge Located on a private access, this bridge has been spared road salt and modern guardrails, making it an outstanding example of its type. The technical description of the main or most noteworthy span of the bridge is a 16 ft (4.88 m) concrete slab, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is a private access, but is right next to a public road. 43.116456 -82.565393 Private Drive Milwaukee Creek Rural St. Clair County, Michigan Michigan United States This bridge is a private access, but is right next to a public road. Concrete Slab Fixed 0 1 0 0 0 0 Unknown 1 3 16 4.88 16 4.88 13 3.96 https://historicbridges.org/michigan/burtchrddriveway/little_apr22_burtch_20220402_131909_small.jpg https://historicbridges.org/michigan/burtchrddriveway/little_apr22_burtch_20220402_131909.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/burtchrddriveway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.116456,-82.565393
8733 Castor Road Bridge This is an extremely tiny example of a bridge using a fence-like standard railing that some counties in Michigan used. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.983591 -82.644831 Castor Road Neaton Drain Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 0 Unknown 1 1 18 5.49 21 6.4 28 8.53 https://historicbridges.org/michigan/castorrd/little_fulladd_goodlesparkstuff4685_small.jpg https://historicbridges.org/michigan/castorrd/little_fulladd_goodlesparkstuff4685.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/castorrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.983591,-82.644831
8736 Jeddo Road Burtch Creek Bridge This stringer bridge is noted for its pipe railing. The technical description of the main or most noteworthy span of the bridge is a 45.6 ft (13.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.154864 -82.505872 Jeddo Road Burtch Creek Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1957 0 Unknown 1 1 45.6 13.9 50 15.24 19 5.79 https://historicbridges.org/michigan/jeddoroadeast/little_apr22_jeddo_20220402_124634_small.jpg https://historicbridges.org/michigan/jeddoroadeast/little_apr22_jeddo_20220402_124639.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jeddoroadeast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.154864,-82.505872
8737 Ruth Road Bridge This steel stringer bridge is noted for its unaltered R4 railing. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.446226 -82.732124 Ruth Road Black River Rural Sanilac County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 3 0 0 1952 0 Unknown 1 1 45 13.72 134.8 41.09 38 11.58 https://historicbridges.org/michigan/ruthroadblackriver/little_fulladd_ruthroadblackriver2265_small.jpg https://historicbridges.org/michigan/ruthroadblackriver/little_fulladd_ruthroadblackriver2265.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ruthroadblackriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.446226,-82.732124
8740 CR-657 Railroad Overpass In a county with hardly any bridges of historic value this (along with another nearby similar bridge) may be one of the oldest if not the oldest bridge found on county roads. The technical description of the main or most noteworthy span of the bridge is a 24 ft (7.32 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.184261 -85.823124 Railroad (Amtrak) CR-657 Rural Van Buren County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1910 0 Unknown 1 1 24 7.32 27 8.23 0 0 https://historicbridges.org/michigan/cr657/little_fulladd_cr6575836_small.jpg https://historicbridges.org/michigan/cr657/little_fulladd_cr6575836.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/cr657/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.184261,-85.823124
8741 Drape Road Railroad Overpass In a county with hardly any bridges of historic value this (along with another nearby similar bridge) may be one of the oldest if not the oldest bridge found on county roads. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.188383 -85.815244 Railroad (Amtrak) Drape Road Rural Van Buren County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1910 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/drape/little_fulladd_cr6575840_small.jpg https://historicbridges.org/michigan/drape/little_fulladd_cr6575840.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/drape/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.188383,-85.815244
8742 Sutton Road Private Bridge This private access bridge is an unaltered and rare example of a steel stringer bridge with lattice railing. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is a private access but is right next to a public road. 41.951413 -83.786130 Sutton Road Sutton Road Drain Rural Lenawee County, Michigan Michigan United States This bridge is a private access but is right next to a public road. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 3 3 0 0 0 0 0 0 https://historicbridges.org/michigan/suttonroaddriveway/little_fulladd_suttonroaddrivewaybridgelenawee1313_small.jpg https://historicbridges.org/michigan/suttonroaddriveway/little_fulladd_suttonroaddrivewaybridgelenawee1313.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/suttonroaddriveway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.951413,-83.786130
8743 St. Clair Railroad Bridge This is a traditional railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.813755 -82.500135 Railroad (CSX) Pine River St. Clair St. Clair County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 1 1 65 19.81 130 39.62 0 0 https://historicbridges.org/michigan/pineriverstclairrr/little_fulladd_pineriverstclairrailroadbridge2455_small.jpg https://historicbridges.org/michigan/pineriverstclairrr/little_fulladd_pineriverstclairrailroadbridge2455.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pineriverstclairrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.813755,-82.500135
8744 Port Huron and Detroit Railroad Bridge This is a traditional railroad plate girder bridge, whose conversion to rail-trail usage obstructed most of the girder details with timber railing. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.761510 -82.493495 Railroad (Rail-Trail) Belle River Rural St. Clair County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 1 1 90 27.43 90 27.43 0 0 https://historicbridges.org/michigan/stclairbikepathplategirder/little_fulladd_stclairbikepathplategirder1572_small.jpg https://historicbridges.org/michigan/stclairbikepathplategirder/little_fulladd_stclairbikepathplategirder1572.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/stclairbikepathplategirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.761510,-82.493495
8745 Smiths Creek Railroad Bridge This is a very tiny railroad plate girder bridge. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.911652 -82.606131 Railroad (Canadian National) Smiths Creek Smiths Creek St. Clair County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 1 1 35 10.67 35 10.67 0 0 https://historicbridges.org/michigan/smithscreekrailroadbridge/little_fulladd_smithcreekrailroadbridge2231_small.jpg https://historicbridges.org/michigan/smithscreekrailroadbridge/little_fulladd_smithcreekrailroadbridge2231.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/smithscreekrailroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.911652,-82.606131
8746 Paddock Viaduct This is a long, landmark concrete arch bridge with impressive concrete approach spans as well. The technical description of the main or most noteworthy span of the bridge is a 225 ft (68.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Hannam-Hickeys Brothers of St. Louis, Missouri and Virginia Bridge and Iron Company of Roanoke, Virginia . The bridge was primarily designed by Brennecke and Fay of St. Louis, Missouri. 32.759302 -97.334386 Main Street (US-287 Business) West Fork Trinity River Fort Worth Tarrant County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 4 Concrete Deck Girder Fixed 0 12 1914 0 Hannam-Hickeys Brothers of St. Louis, Missouri and Virginia Bridge and Iron Company of Roanoke, Virginia Brennecke and Fay of St. Louis, Missouri 7 8 225 68.58 1319 402.03 54 16.46 https://historicbridges.org/texas/paddock/little_dsc01930_small.jpg https://historicbridges.org/texas/paddock/little_dsc01930.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/paddock/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.759302,-97.334386
8747 Long Branch Road Bridge Bridge E-74, Lake Outlet Bridge This bridge features a truss bridge flanked by plate girder spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 43.117091 -76.244693 Long Branch Road Onondaga Lake Outlet Salina Onondaga County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 Metal Through Girder Fixed 0 2 1915 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 6 6 120 36.58 247 75.29 15 4.57 https://historicbridges.org/newyork/onondagalakeoutlet/little_ononlkoutlet20_small.jpg https://historicbridges.org/newyork/onondagalakeoutlet/little_ononlkoutlet20.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/onondagalakeoutlet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.117091,-76.244693
8748 Rein Road Bridge This traditional riveted pony truss has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 82.7 ft (25.21 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.937785 -78.710809 Rein Road Ellicott Creek Cheektowaga Erie County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1933 2014 Unknown 5 6 82.7 25.21 85 25.91 24 7.32 https://historicbridges.org/newyork/reinrd/little_reinrd3_small.jpg https://historicbridges.org/newyork/reinrd/little_reinrd3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/reinrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.937785,-78.710809
8749 Utica Street Bridge This bridge is noted for its documented associated with a little-known bridge company. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Shoemaker Bridge Company of Pottstown, Pennsylvania. 43.210603 -77.942887 Railroad (New York Central, Falls Road Branch) Utica Street Brockport Monroe County, New York New York United States Metal Deck Girder Fixed 0 3 0 0 1924 0 Shoemaker Bridge Company of Pottstown, Pennsylvania 4 7 0 0 0 0 0 0 https://historicbridges.org/newyork/fallsrduticast/little_fallsrdbkpt4_small.jpg https://historicbridges.org/newyork/fallsrduticast/little_fallsrdbkpt4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fallsrduticast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.210603,-77.942887
8750 Peake Road Bridge This is an increasingly rare example of a concrete curved t-beam overpass that retains original R4 railings, albeit with Armco guardrail added. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete continuous curved t-beam, fixed. The bridge was primarily built by B. H. Sargent of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.842779 -84.848698 Peake Road I-96 Rural Ionia County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 Continuous 4 0 0 1958 0 B. H. Sargent of Grand Rapids, Michigan Michigan State Highway Department 2 3 90 27.43 298.6 91.01 26 7.92 https://historicbridges.org/michigan/peake/little_march22_20220316_181119_small.jpg https://historicbridges.org/michigan/peake/little_march22_20220316_181119.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/peake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.842779,-84.848698
8751 9 Mile Creek Aqueduct This crossing has been fully restored, and offers a functional timber aqueduct paired with the original stone arch towpath bridge. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Segmental deck arch, fixed. The bridge was primarily built by Denton and Cromwell. 43.059002 -76.285698 Erie Canal and Canalway Trail 9 Mile Creek Rural Onondaga County, New York New York United States Stone Segmental Deck Arch Fixed 0 4 0 0 1841 2009 Denton and Cromwell 9 9 30 9.14 140 42.67 0 0 https://historicbridges.org/newyork/9milecreek/little_marc-9-milecreek15_small.jpg https://historicbridges.org/newyork/9milecreek/little_marc-9-milecreek15.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/9milecreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.059002,-76.285698
8752 Lackawaxen Railroad Bridge Bridge 110.54 This bridge is a great example of how railroads would alter bridges (both long ago and more recently) to accommodate increasing loads and increased deterioration. The technical description of the main or most noteworthy span of the bridge is a 132.6 ft (40.42 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Union Bridge Company of Athens, Pennsylvania and Buffalo, New York. 41.486889 -74.989154 Railroad (Norfolk Southern and Central New York, Former Erie Railroad, ) Lackawaxen River, Masthope Plank Road, and Scenic Drive Lackawaxen Pike County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Deck Truss Fixed 7 3 Metal Deck Girder Fixed 0 2 1894 1907 Union Bridge Company of Athens, Pennsylvania and Buffalo, New York 6 7 132.6 40.42 591 180.14 0 0 https://historicbridges.org/pennsylvania/lackawaxen/little_lackawaxen3_small.jpg https://historicbridges.org/pennsylvania/lackawaxen/little_lackawaxen3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/lackawaxen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.486889,-74.989154
8753 Veterans Memorial Bridge This monumental concrete arch bridge features an attractive stone facing making it look like a giant stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a 300 ft (91.44 m) concrete (stone faced) Closed Spandrel deck arch, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania. The bridge was primarily designed by F. P. McKibben. 43.192758 -77.620728 NY-104 (Keeler Street Expressway, Ridge Road) Genesee River and Bridge View Drive Rochester Monroe County, New York New York United States Concrete (Stone Faced) Closed Spandrel Deck Arch Fixed 0 7 0 0 1931 0 Booth and Flinn Company of Pittsburgh, Pennsylvania F. P. McKibben 7 7 300 91.44 972.2 296.33 90 27.43 https://historicbridges.org/newyork/vetsbrroch/little_vetsbr--daytime28_small.jpg https://historicbridges.org/newyork/vetsbrroch/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/vetsbrroch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.192758,-77.620728
8754 Platt Street Bridge Pont de Rennes Iconic and preserved for pedestrians, this lattice truss bridge is rare not only as a deck truss variety of this truss configuration, but also for its presentation as a triple intersection Warren. The technical description of the main or most noteworthy span of the bridge is a 158.2 ft (48.22 m) metal rivet-connected Lattice (Triple Warren) deck truss, fixed. The bridge was primarily built by Rochester Bridge and Iron Works of Rochester, New York. The bridge was primarily designed by Leffert L. Buck. 43.162688 -77.615575 Genesee Riverway Trail Genesee River Rochester Monroe County, New York New York United States Metal Lattice (Triple Warren) Rivet-Connected Deck Truss Fixed 11 5 0 0 1891 0 Rochester Bridge and Iron Works of Rochester, New York Leffert L. Buck 8 9 158.2 48.22 858.6 261.7 22 6.71 https://historicbridges.org/newyork/latticedeck/little_downtown56_small.jpg https://historicbridges.org/newyork/latticedeck/little_downtown56.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/latticedeck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.162688,-77.615575
8755 Broad Street Bridge Erie Canal Aqueduct This ancient structure was originally an aqueduct for the original Erie Canal, and has been altered over the years to serve a subway and a highway. The technical description of the main or most noteworthy span of the bridge is a 52 ft (15.85 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Nathan S. Roberts. 43.154618 -77.609816 Broad Street Genesee River Rochester Monroe County, New York New York United States Stone Segmental Deck Arch Fixed 0 7 0 0 1842 1975 Unknown Nathan S. Roberts 9 9 52 15.85 437 133.2 0 0 https://historicbridges.org/newyork/aqueductdowntown/little_broadstaqd11_small.jpg https://historicbridges.org/newyork/aqueductdowntown/little_broadstaqd11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/aqueductdowntown/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.154618,-77.609816
8756 Court Street Dam Bridge These truss spans are an integral part of a dam at this location. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.152342 -77.609479 Dam Access Genesee River Rochester Monroe County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 0 2 Metal Deck Girder Fixed 0 2 1926 0 Unknown 6 6 112 34.14 370 112.78 0 0 https://historicbridges.org/newyork/courtstdam/little_courtstdam59_small.jpg https://historicbridges.org/newyork/courtstdam/little_arochdam.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/courtstdam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.152342,-77.609479
8757 Smith Street Bridge Bausch Memorial Bridge Although somewhat difficult to view and photograph, this is an impressive high level deck truss bridge. The technical description of the main or most noteworthy span of the bridge is a 420 ft (128.02 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 43.165865 -77.620258 Smith Street and Bausch Street Genesee River Rochester Monroe County, New York New York United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 3 Metal Deck Girder Fixed 0 2 1930 1978 Phoenix Bridge Company of Phoenixville, Pennsylvania 6 7 420 128.02 916 279.2 58 17.68 https://historicbridges.org/newyork/bauschsmithsts/little_bauschsmithsts40c_small.jpg https://historicbridges.org/newyork/bauschsmithsts/little_bauschsmithsts40c.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bauschsmithsts/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.165865,-77.620258
8758 Lancaster Avenue Bridge This very long deck truss is also noted for its monumental Art Deco details, and is noted for its outstanding lack of alteration. The technical description of the main or most noteworthy span of the bridge is a 133 ft (40.54 m) metal continuous rivet-connected Warren deck truss, fixed. The bridge was primarily built by Russ Mitchell Inc. of Houston, Texas. The bridge was primarily designed by Texas Highway Department, Julian Monthomery. 32.746918 -97.349214 Lancaster Avenue Clear Fork Trinity River and Various Streets and Railroad Fort Worth Tarrant County, Texas Texas United States Metal Warren Rivet-Connected Deck Truss Fixed 8 Continuous 21 Metal Stringer (Multi-Beam) Fixed 0 27 1938 2010 Russ Mitchell Inc. of Houston, Texas Texas Highway Department, Julian Monthomery 8 9 133 40.54 2976 907.08 40 12.19 https://historicbridges.org/texas/lancaster/little_dsc02163_small.jpg https://historicbridges.org/texas/lancaster/little_dsc02319.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/lancaster/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.746918,-97.349214
8759 Henderson Street Bridge Royal Street Bridge This beautiful concrete arch bridge is complimented by a long series of approach spans, and is noted for its lack of alteration and association with a notable engineer. The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Frank Parrott of Dallas, Texas. The bridge was primarily designed by Ira G. Hedrick of Hot Springs, Arkansas and C. Milo Thelin. 32.758033 -97.342218 TX-199 (Henderson Street) Clear Fork Trinity River Fort Worth Tarrant County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Curved T-Beam Fixed 0 14 1930 0 Frank Parrott of Dallas, Texas Ira G. Hedrick of Hot Springs, Arkansas and C. Milo Thelin 7 7 124 37.8 796 242.62 56 17.07 https://historicbridges.org/texas/henderson/little_dsc02019_small.jpg https://historicbridges.org/texas/henderson/little_dsc02019.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/henderson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.758033,-97.342218
8760 Ford Street Bridge Bridge E-156, Clarissa Street Bridge This multi-span pony truss with impressive decorative columns was widened, turning the trusses into non-structural elements, but the bridge remains an attractive landmark. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Seneca Engineering Company of Montour Falls, New York. 43.142083 -77.615075 Ford Street Genesee River Rochester Monroe County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 3 Metal Through Girder Fixed 0 1 1917 2001 Seneca Engineering Company of Montour Falls, New York 7 7 125 38.1 459 139.9 50 15.24 https://historicbridges.org/newyork/ford-clarissa/little_fordstreet77_small.jpg https://historicbridges.org/newyork/ford-clarissa/little_fordstreet77.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ford-clarissa/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.142083,-77.615075
8761 Post Creek Private Bridge Dobby Drive Bridge This bridge, noted for its v-laced end posts, has the unusual distinction of its portal bracing broken and dangling at one end! The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private drive. 42.194453 -77.005760 Dobby Drive Post Creek Rural Steuben County, New York New York United States This bridge is on a private drive. Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 0 0 Unknown 7 7 110 33.53 110 33.53 0 0 https://historicbridges.org/newyork/ferenbaugh/little_fossil2_small.jpg https://historicbridges.org/newyork/ferenbaugh/little_fossil2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ferenbaugh/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.194453,-77.005760
8762 Rochester Erie Canal Railroad Bridge Bridge E-162 This is a short but extremely wide railroad deck truss with five truss lines crossing the historic Erie Canal. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 43.139716 -77.665465 Railroad (Rochester Southern) Erie Canal (New York State Barge Canal) Rochester Monroe County, New York New York United States Metal Warren Rivet-Connected Deck Truss Fixed 10 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/gwovercanal/little_achilirail_small.jpg https://historicbridges.org/newyork/gwovercanal/little_achilirail.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/gwovercanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.139716,-77.665465
8763 Cayadutta Creek Railroad Bridge This deck truss with uncommon, fishbelly design has been abandoned. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 42.958426 -74.393438 Railroad (Abandoned Fonda, Johnstown and Gloversville) Cayadutta Creek and NY-334 Fonda Montgomery County, New York New York United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/fjgrailroad/little_fjg2_small.jpg https://historicbridges.org/newyork/fjgrailroad/little_fjg2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fjgrailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958426,-74.393438
8764 Athens Road Spencer Drain Bridge This small bridge is a reminder of this county road's trunkline past. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Raff and Dexter of Lansing, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.060303 -85.235169 Athens Road (Old M-78) Spencer Drain Rural Branch County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1954 0 Raff and Dexter of Lansing, Michigan Michigan State Highway Department 1 1 29 8.84 30 9.14 28 8.53 https://historicbridges.org/michigan/athensrd1/little_20220121_091329_small.jpg https://historicbridges.org/michigan/athensrd1/little_20220121_091329.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/athensrd1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.060303,-85.235169
8765 Athens Road Bridge This small bridge is a reminder of this county road's trunkline past. The technical description of the main or most noteworthy span of the bridge is a 38.7 ft (11.8 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.033778 -85.234826 Athens Road (Old M-78) St. Joseph River Overflow Channel Rural Branch County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1953 0 Unknown Michigan State Highway Department 1 1 38.7 11.8 40 12.19 28 8.53 https://historicbridges.org/michigan/athensrd2/little_20220121_093158_small.jpg https://historicbridges.org/michigan/athensrd2/little_20220121_093158.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/athensrd2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.033778,-85.234826
8766 Fawn River Road Bridge This steel stringer bridge with R4 railing is an increasingly rare example of such a bridge that has not been altered by the addition of Armco guardrail. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Carl Goodwin and Sons of Allegan, Michigan. The bridge was primarily designed by Michigan State Highway Department. 41.780527 -85.583189 Fawn River Road (CR-132) Fawn River Rural St. Joseph County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1954 0 Carl Goodwin and Sons of Allegan, Michigan Michigan State Highway Department 2 4 40 12.19 80 24.38 23 7.01 https://historicbridges.org/michigan/fawnriverroad/little_jasonholloway-20220311_170317_small.jpg https://historicbridges.org/michigan/fawnriverroad/little_jasonholloway-20220311_170317.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/fawnriverroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.780527,-85.583189
8767 West Street Bridge Sanford Avenue Pedestrian Bridge This is a very early surviving example of a welded truss bridge, and it was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 88 ft (26.82 m) metal welded Parker pony truss, fixed. The bridge was primarily built by Unknown. 42.535097 -78.422487 Sanford Avenue (Pedestrian Walkway) Cattaraugus Creek Arcade Wyoming County, New York New York United States Metal Parker Welded Pony Truss Fixed 6 1 0 0 1937 2012 Unknown 6 7 88 26.82 93 28.35 20 6.1 https://historicbridges.org/newyork/weststarcade/little_weststnewlocation12_small.jpg https://historicbridges.org/newyork/weststarcade/little_weststnewlocation12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/weststarcade/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.535097,-78.422487
8768 Division Street Bridge Bridge E-117 This classic Erie Canal through truss bridge is a beautiful structure that contributes to the history of the Palmyra area. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 43.067350 -77.229474 Division Street Erie Canal (New York State Barge Canal) Palmyra Wayne County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1913 1986 Owego Bridge Company of Owego, New York 7 6 148 45.11 151 46.02 18 5.49 https://historicbridges.org/newyork/divisionstreet/little_marc-divst26_small.jpg https://historicbridges.org/newyork/divisionstreet/little_marc-divst26.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/divisionstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.067350,-77.229474
8769 Palmyra-Marion Road Bridge Bridge E-116 This is a late example of a through truss in the state, and stands out from the older truss bridges over the Erie Canal. The technical description of the main or most noteworthy span of the bridge is a 230 ft (70.1 m) metal bolt-connected Polygonal Warren through truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 43.064865 -77.220279 Palmyra-Marion Road (NY-21) Erie Canal (New York State Barge Canal) Palmyra Wayne County, New York New York United States Metal Polygonal Warren Bolt-Connected Through Truss Fixed 10 1 0 2 1961 0 Unknown New York State Department of Public Works 5 4 230 70.1 330 100.58 28 8.53 https://historicbridges.org/newyork/palmyra-marionrd/little_marc-palmyra31_small.jpg https://historicbridges.org/newyork/palmyra-marionrd/little_marc-palmyra31.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/palmyra-marionrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.064865,-77.220279
8770 Bridge E-40 This railroad bridge is noted for its skew, Baltimore truss configuration, and its three truss line arrangement. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Unknown. 43.072758 -75.112912 Railroad (CSX) Erie Canal (New York State Barge Canal) Rural Herkimer County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 8 1 0 0 1913 0 Unknown 7 7 130 39.62 145 44.2 52.6 16.03 https://historicbridges.org/newyork/locknoe-19/little_marcscotti6_small.jpg https://historicbridges.org/newyork/locknoe-19/little_marcscotti6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/locknoe-19/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.072758,-75.112912
8771 Camp Sam Wood Bridge Scout Camp Bridge This classic Wrought Iron Bridge Company pony truss is hidden within this scout camp. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 42.531801 -78.125967 Camp Sam Wood Road Wiscoy Creek Rural Wyoming County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/scoutscamp/little_scoutsbridge39_small.jpg https://historicbridges.org/newyork/scoutscamp/little_scoutsbridge39.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/scoutscamp/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.531801,-78.125967
8773 William Street Bridge Little Falls Bridge This abandoned bridge is an extremely rare highway example of a lattice through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 190 ft (57.91 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 43.040814 -74.854110 William Street Mohawk River North Channel Little Falls Herkimer County, New York New York United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 1 0 0 0 0 Unknown 8 9 190 57.91 190 57.91 0 0 https://historicbridges.org/newyork/littlefallslattice/little_burroughspaper1_small.jpg https://historicbridges.org/newyork/littlefallslattice/little_burroughspaper1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/littlefallslattice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.040814,-74.854110
8775 River Road Bridge This is an early example of a pre-stressed concrete bridge in Michigan of decent size, and retaining original railings. The technical description of the main or most noteworthy span of the bridge is a 32.5 ft (9.91 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Clark Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.009737 -85.040184 River Road Coldwater River Rural Branch County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 3 0 0 1957 0 Clark Construction Company Michigan State Highway Department 1 3 32.5 9.91 100.7 30.69 25 7.62 https://historicbridges.org/michigan/riverroadcoldwater/little_jasonholloway-20220310_182428_small.jpg https://historicbridges.org/michigan/riverroadcoldwater/little_jasonholloway-20220310_182428.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/riverroadcoldwater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.009737,-85.040184
8776 Boonville Bailey Truss Bridge This is an older Bailey truss of historic age, located near a historic Whipple arch bridge. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal single-truss, single-story Bailey pony truss, fixed. The bridge was primarily built by Unknown. 43.478729 -75.324458 Pedestrian Walkway Unnamed Waterway Boonville Oneida County, New York New York United States Metal Bailey Single-Truss, Single-Story Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 5 70 21.34 70 21.34 0 0 https://historicbridges.org/newyork/blackrivercanalbailey/little_boonvillebailey10_small.jpg https://historicbridges.org/newyork/blackrivercanalbailey/little_boonvillebailey10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/blackrivercanalbailey/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.478729,-75.324458
8777 Little Tonawanda Creek Railroad Bridge This is a concrete arch railroad bridge, evidence of this line's former ownership, a company that liked to build concrete arch bridges. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.927757 -78.191538 Railroad (Groveland Secondary Rail-Trail, former Delaware, Lackawanna, and Western) Little Tonawanda Creek Rural Genesee County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/newyork/dlwarch/little_marc-dlwarch1_small.jpg https://historicbridges.org/newyork/dlwarch/little_marc-dlwarch1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dlwarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.927757,-78.191538
8778 NY-26 Willet Creek Bridge This small concrete arch bridge with stone faced railings is notable as a product of Depression era relief programs. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.468605 -75.911895 NY-26 Willet Creek Willet Cortland County, New York New York United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1935 1959 Unknown 3 5 30 9.14 47 14.33 24 7.32 https://historicbridges.org/newyork/willettcreek/little_willettwpa3_small.jpg https://historicbridges.org/newyork/willettcreek/little_willettwpa3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/willettcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.468605,-75.911895
8779 Sickmiller Road Bridge Sullivan County Bridge 279 If the 1850 construction date given is accurate, this is a very old stone arch bridge in New York State. The technical description of the main or most noteworthy span of the bridge is a 22 ft (6.71 m) stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.764878 -74.942258 Sickmiller Road East Branch Callicoon Creek Rural Sullivan County, New York New York United States Stone Segmental Deck Arch Fixed 0 2 0 0 1850 0 Unknown 7 7 22 6.71 54 16.46 12 3.66 https://historicbridges.org/newyork/sullivan279/little_sickmillerrd19_small.jpg https://historicbridges.org/newyork/sullivan279/little_sickmillerrd19.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sullivan279/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.764878,-74.942258
8780 Millville Bridge This tiny stone arch bridge is abandoned in a tiny old ghost town of sorts, and the history and original use of this bridge is unknown. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 43.207569 -78.325399 Abandoned Private Drive Fish Creek Tributary Millville Orleans County, New York New York United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/newyork/millvillearch/little_marc-millville6_small.jpg https://historicbridges.org/newyork/millvillearch/little_marc-millville6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/millvillearch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.207569,-78.325399
8781 ! School Street Bridge This stone arch bridge bears the logo of the Masons on its plaque, and is noted for its slightly elliptical arch. The technical description of the main or most noteworthy span of the bridge is a 19.7 ft (6 m) stone Elliptical deck arch, fixed. The bridge was primarily built by E. Pullman. 43.201522 -77.024783 School Street Salmon Creek Rural Wayne County, New York New York United States Stone Elliptical Deck Arch Fixed 0 1 0 0 1899 0 E. Pullman 5 6 19.7 6 22 6.71 20.7 6.31 https://historicbridges.org/newyork/masonsarch/little_marc-masonswork9_small.jpg https://historicbridges.org/newyork/masonsarch/little_marc-masonswork9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/masonsarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.201522,-77.024783
8782 Brockport Main Street Railroad Overpass This traditionally composed plate girder overpass bridge is noted as an early documented bridge built by the McClintic-Marshall Company which became a very large company. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal through girder, fixed. The bridge was primarily built by McClintic-Marshall Company of Pittsburgh, Pennsylvania. 43.210491 -77.940042 Railroad (New York Central, Falls Road Branch) Main Street (NY-19) Brockport Monroe County, New York New York United States Metal Through Girder Fixed 0 3 0 0 1904 0 McClintic-Marshall Company of Pittsburgh, Pennsylvania 2 3 40 12.19 76 23.16 27 8.23 https://historicbridges.org/newyork/fallsroad-mainst/little_bkpt7_small.jpg https://historicbridges.org/newyork/fallsroad-mainst/little_bkpt7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fallsroad-mainst/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.210491,-77.940042
8783 ! Fayle Road Bridge This bridge in the middle of nowhere is an extremely rare example of a little-known in-state builder. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Havana Bridge Works of Montour Falls, New York and Elmira, New York. 43.399173 -74.764357 Fayle Road South Branch West Canada Creek Rural Hamilton County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1912 2008 Havana Bridge Works of Montour Falls, New York and Elmira, New York 7 8 71 21.64 72 21.95 10.8 3.29 https://historicbridges.org/newyork/faylerd/little_faylerd10_small.jpg https://historicbridges.org/newyork/faylerd/little_faylerd10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/faylerd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.399173,-74.764357
8784 North Grand Island Bridges Smaller than the bridges at the south end of the island, these bridges are part of the same projects, and one of these two bridges was built in 1935 and the other in 1963, and are nearly identical. The technical description of the main or most noteworthy span of the bridge is a 500 ft (152.4 m) metal cantilever rivet-connected Warren deck truss, fixed. The bridge was primarily built by Taylor-Fichter Steel Construction Company of New York, New York. The bridge was primarily designed by Waddell and Hardesty of New York, New York. 43.068687 -78.990749 I-190 Niagara River (North Channel) Grand Island Erie County, New York New York United States Metal Warren Rivet-Connected Deck Truss Fixed 0 Cantilever 11 Metal Deck Girder Fixed 0 5 1935 1990 Taylor-Fichter Steel Construction Company of New York, New York Waddell and Hardesty of New York, New York 8 8 500 152.4 4048 1233.83 25 7.62 https://historicbridges.org/newyork/ngrandisland/little_lasalle39_small.jpg https://historicbridges.org/newyork/ngrandisland/little_lasalle39.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ngrandisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.068687,-78.990749
8785 Dix Bridge Clark's Mills Bridge This extremely rare bridge was saved from demolition and instead preserved in place for pedestrian use, an outstanding reuse of a bridge like this. The technical description of the main or most noteworthy span of the bridge is a 144 ft (43.89 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by R. F. Hawkins Iron Works of Springfield, Massachusetts. 43.116827 -73.575798 Dix Bridge Road (Pedestrian Walkway) Hudson River Clarks Mills and Schuylerville Washington County, New York and Saratoga County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 9 3 0 0 1895 2013 R. F. Hawkins Iron Works of Springfield, Massachusetts 8 9 144 43.89 426 129.84 15.4 4.69 https://historicbridges.org/newyork/dixbridge/little_dixbr29_small.jpg https://historicbridges.org/newyork/dixbridge/little_dixbr65.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dixbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.116827,-73.575798
8786 Dam E-9 This unique structure is a special type of dam found on the Erie Canal known as a Mohawk Dam or Bridge Dam. The technical description of the main or most noteworthy span of the bridge is a 180 ft (54.86 m) metal rivet-connected Pennsylvania through truss, fixed. The bridge was primarily built by Acme Engineering and Contracting Company. The bridge was primarily designed by David A. Watt. 42.918036 -74.446532 Dam Bridge Mohawk River and Erie Canal (New York State Barge Canal) Randall Montgomery County, New York New York United States Metal Pennsylvania Rivet-Connected Through Truss Fixed 13 2 0 0 1914 0 Acme Engineering and Contracting Company David A. Watt 9 8 180 54.86 360 109.73 0 0 https://historicbridges.org/newyork/mohawkdamatlocke-13/little_lock133_small.jpg https://historicbridges.org/newyork/mohawkdamatlocke-13/little_lock133.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mohawkdamatlocke-13/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.918036,-74.446532
8787 Fork Shop Road Bridge This bridge is a good example of a product of the Groton Bridge Company, displaying details found on bridges built from perhaps the 1885 to 1895 time frame. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.701884 -74.975569 Fork Shop Road Oaks Creek Rural Otsego County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 7 52.8 16.09 54 16.46 11.2 3.41 https://historicbridges.org/newyork/flycreek/little_flycreekfossilstrengthened38_small.jpg https://historicbridges.org/newyork/flycreek/little_flycreekfossilstrengthened38.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/flycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.701884,-74.975569
8788 Frazier Bridge This stone arch bridge is unique due to its ornate metal railings, since metal railings are rarely found on American stone arch bridges. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by Alex Lee. The bridge was primarily designed by D. M. Arnold. 43.850289 -73.422089 Frazier Bridge Drive (Champlain Avenue) LaChute River Ticonderoga Essex County, New York New York United States Stone Segmental Deck Arch Fixed 0 2 0 0 1894 0 Alex Lee D. M. Arnold 6 7 25 7.62 50 15.24 23 7.01 https://historicbridges.org/newyork/fallsofthelachute/little_frazierbr--intlpaper25_small.jpg https://historicbridges.org/newyork/fallsofthelachute/little_frazierbr--intlpaper25.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/fallsofthelachute/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.850289,-73.422089
8789 Clinton Street Railroad Overpass This plate girder overpass is noted as being built by a little-known bridge company. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) metal through girder, fixed. The bridge was primarily built by Russel Wheel and Foundry Company of Detroit, Michigan. 42.879131 -78.838378 Railroad (CSX) (Former New York Central) Clinton Street (NY-354) Buffalo Erie County, New York New York United States Metal Through Girder Fixed 0 3 0 0 1904 0 Russel Wheel and Foundry Company of Detroit, Michigan 4 5 25 7.62 73.2 22.31 0 0 https://historicbridges.org/newyork/buffclinton/little_rrx-ingelim6_small.jpg https://historicbridges.org/newyork/buffclinton/little_rrx-ingelim6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/buffclinton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.879131,-78.838378
8791 Sidney Bridge This is an excellent example of a state standard pony truss presented in a less-common multi-span configuration. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. The bridge was primarily designed by New York State Department of Public Works. 42.317545 -75.394197 Main Street Susquehanna River Sidney Delaware County, New York and Otsego County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 3 0 0 1936 1979 American Bridge Company of New York, New York New York State Department of Public Works 5 6 125 38.1 385 117.35 30 9.14 https://historicbridges.org/newyork/sidney/little_sidney78_small.jpg https://historicbridges.org/newyork/sidney/little_sidney78.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sidney/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317545,-75.394197
8793 Beer's Bridge This is a classic example of a pony truss built by the Groton Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 53 ft (16.15 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. Special note about bridge location: This bridge is on a private road, but is right next to a public road. 44.169770 -73.782213 Beers Bridge Way East Branch Ausable River Rural Essex County, New York New York United States This bridge is on a private road, but is right next to a public road. Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 7 53 16.15 53 16.15 12 3.66 https://historicbridges.org/newyork/beersbridge/little_beersbridge3_small.jpg https://historicbridges.org/newyork/beersbridge/little_beersbridge3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/beersbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.169770,-73.782213
8794 Wood Road Bridge County Bridge Number 39 This bridge is notable as a documented example of a bridge builder for which no other known bridges exist. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Montour Steel Company of Montour Falls, New York. 41.626451 -76.274299 Wood Road Foster Branch Sugar Run Rural Bradford County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 1907 1990 Montour Steel Company of Montour Falls, New York 6 7 51.8 15.79 56 17.07 13.5 4.11 https://historicbridges.org/pennsylvania/fosterbranch/little_1only6_small.jpg https://historicbridges.org/pennsylvania/fosterbranch/little_1only6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/fosterbranch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.626451,-76.274299
8796 Bricker Road Bridge St. Clair County was one of a few Michigan counties that used this unusual picket railing on a number of its bridges for a time. The technical description of the main or most noteworthy span of the bridge is a 56.8 ft (17.31 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.054414 -82.734713 Bricker Road Mill Creek Rural St. Clair County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1940 0 Unknown 1 2 56.8 17.31 61 18.59 24 7.32 https://historicbridges.org/michigan/bricker/little_apr22_bricker_20220402_140333_small.jpg https://historicbridges.org/michigan/bricker/little_apr22_bricker_20220402_140333.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bricker/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.054414,-82.734713
8797 Richfield County Park Footbridge This suspension footbridge with stone faced concrete towers is significant as an unusual design, and for its association with Depression-era relief programs. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal wire cable suspension, fixed. The bridge was primarily built by Unknown. 43.105169 -83.530700 Pedestrian Walkway Flint River Rural Genesee County, Michigan Michigan United States Metal Wire Cable Suspension Fixed 0 1 0 0 1938 0 Unknown 5 7 90 27.43 90 27.43 0 0 https://historicbridges.org/michigan/richfieldfoot/little_apr22_richfieldfoot_20220402_164351_small.jpg https://historicbridges.org/michigan/richfieldfoot/little_apr22_richfieldfoot_20220402_164351.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/richfieldfoot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.105169,-83.530700
8798 ! Richfield County Park Abandoned Bridge This tiny concrete encased steel stringer bridge was faced in stone to make it look like an arch bridge, likely dated to the 1930s, and is today partially collapsed on a long-abandoned park road alignment. The technical description of the main or most noteworthy span of the bridge is a metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 43.101140 -83.534288 Abandoned Park Drive Zufelt Drain Rural Genesee County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/michigan/richfieldabandon/little_apr22_richfieldabandon_20220402_165332_small.jpg https://historicbridges.org/michigan/richfieldabandon/little_apr22_richfieldabandon_20220402_165332.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/richfieldabandon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.101140,-83.534288
8799 Bitz Road Bridge Stony Creek Road Abandoned Bridge Located on abandoned alignment, this small corrugated plate bridge may date to the 1930s or 1940s, when this bridge type was most common. The technical description of the main or most noteworthy span of the bridge is a corrugated multi-plate deck arch, fixed. The bridge was primarily built by Unknown. 42.049015 -83.519611 Bitz Road (Abandoned Section) Herkimer Drain Rural Monroe County, Michigan Michigan United States Corrugated Multi-Plate Deck Arch Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 20 6.1 0 0 https://historicbridges.org/michigan/herkimerdrain/little_img_7905_small.jpg https://historicbridges.org/michigan/herkimerdrain/little_img_7905.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/herkimerdrain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.049015,-83.519611
8800 Stony Creek Tributary Private Bridge This footbridge uses lattice railings that were likely salvaged and reused from a former highway or driveway steel stringer bridge. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on private property. 42.084124 -83.595861 Pedestrian Walkway (Private) Stony Creek Tributary Rural Monroe County, Michigan Michigan United States This bridge is on private property. Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 1 2 20 6.1 33 10.06 0 0 https://historicbridges.org/michigan/milanoakvilleprivate/little_img_7832_small.jpg https://historicbridges.org/michigan/milanoakvilleprivate/little_img_7832.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milanoakvilleprivate/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.084124,-83.595861
8801 Ruhle Road Bridge Cemetery Road Bridge The tragic loss of a historic 1870s stone arch bridge to collapse was addressed in the nicest way possible, by replacing it with a relocated historic lenticular truss bridge! The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal pin-connected Lenticular pony truss, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.958442 -73.816756 Ruhle Road Ballston Creek Rural Saratoga County, New York New York United States Metal Lenticular Pin-Connected Pony Truss Fixed 4 1 0 0 1888 2001 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 47 14.33 51.5 15.7 11.2 3.41 https://historicbridges.org/newyork/ruhlereplacement/little_ruhlerd--new38_small.jpg https://historicbridges.org/newyork/ruhlereplacement/little_ruhlerd--new38.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ruhlereplacement/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.958442,-73.816756
8802 Mathers Mill Road Bridge This outstanding example of a Groton Bridge Company through truss featuring one of the company's ornate plaque designs has been preserved in place for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 110 ft (33.53 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 43.794600 -76.107032 Mathers Mill Road Sandy Creek Rural Jefferson County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1894 0 Groton Bridge Company of Groton, New York 7 8 110 33.53 114 34.75 15.7 4.79 https://historicbridges.org/newyork/mathersmill/little_mathersmill3_small.jpg https://historicbridges.org/newyork/mathersmill/little_mathersmill3.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/mathersmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.794600,-76.107032
8803 I-75 CN Railroad Overpass US-23 CN Railroad Overpass This attractive and unaltered railroad overpass bridge with R4 railing is difficult to photograph since it is located in the middle of an interchange. The technical description of the main or most noteworthy span of the bridge is a 56 ft (17.07 m) metal deck girder, fixed. The bridge was primarily built by Louis Garavaglia of Warren, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.982368 -83.730878 Railroad (Canadian National) I-75 and US-23 Flint Genesee County, Michigan Michigan Metal Deck Girder Fixed 0 2 0 0 1952 0 Louis Garavaglia of Warren, Michigan Michigan State Highway Department 3 4 56 17.07 112 34.14 0 0 https://historicbridges.org/michigan/i75flintrr/little_i75flintrr_brg_6248_49_50vib_small.jpg https://historicbridges.org/michigan/i75flintrr/little_i75flintrr_brg_6248_49_50vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i75flintrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.982368,-83.730878
8804 Continental Avenue Viaduct Ronald Kirk Bridge, Lamar-McKinney Street Viaduct, West Dallas Gateway This is one of several bridges built in Dallas to accommodate a realignment of the river, with unusual design noted for its cantilever stringer spans and extremely long t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal cantilever stringer (multi-beam), fixed. The bridge was primarily built by L. H. Lacy Company of Dallas, Texas. The bridge was primarily designed by Francis Dey Hughes of Dallas, Texas. 32.780807 -96.822891 Pedestrian Walkway (Former Continental Avenue Alignment) Trinity River Dallas Dallas County, Texas Texas United States Metal Stringer (Multi-Beam) Fixed 0 Cantilever 3 Concrete T-Beam Fixed 0 41 1930 0 L. H. Lacy Company of Dallas, Texas Francis Dey Hughes of Dallas, Texas 7 7 120 36.58 2120 646.18 39.4 12.01 https://historicbridges.org/texas/continentalavenue/little_continentalavenue04181_small.jpg https://historicbridges.org/texas/continentalavenue/little_continentalavenue04181.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/continentalavenue/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.780807,-96.822891
8805 Commerce Street Bridge This is one of several bridges built in Dallas to accommodate a realignment of the river, with unusual design noted for its cantilever stringer spans and extremely long t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal cantilever stringer (multi-beam), fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Francis Dey Hughes of Dallas, Texas. 32.775379 -96.820208 Commerce Street Trinity River Dallas Dallas County, Texas Texas United States Metal Stringer (Multi-Beam) Fixed 0 Cantilever 3 Concrete T-Beam Fixed 0 33 1930 0 Austin Bridge Company of Dallas, Texas Francis Dey Hughes of Dallas, Texas 7 7 120 36.58 1969 600.15 60 18.29 https://historicbridges.org/texas/commerce/little_commerce05243_small.jpg https://historicbridges.org/texas/commerce/little_commerce05243.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/commerce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.775379,-96.820208
8806 Delhi Railway Bridge This is a shockingly large bridge for such a small creek, equally shocking is how thoroughly buried this bridge is, making photography extremely difficult. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.848081 -80.506940 Railroad (GIO Rail, Trillium Railway) (Former St. Thomas and Eastern Railway) Big Creek Delhi Norfolk County, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 6 3 Metal Deck Girder 0 0 0 0 Unknown 7 7 0 0 1060 323.09 0 0 https://historicbridges.org/ontario/delhirail/little_delhirail_img_20220417_140024_small.jpg https://historicbridges.org/ontario/delhirail/little_delhirail_img_20220417_140024.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/delhirail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.848081,-80.506940
8807 Tillsonburg Railway Bridge South This impressive deck truss bridge soars over the river valley and a walking trail underneath allows people to visit the bridge. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.845378 -80.731665 Railroad (Canadian National) Big Otter Creek Tillsonburg Oxford County, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 6 2 0 0 0 0 Unknown 7 7 130 39.62 1254 382.22 0 0 https://historicbridges.org/ontario/tilsonburg1/little_tilsonburg1_img_20220417_120248_small.jpg https://historicbridges.org/ontario/tilsonburg1/little_tilsonburg1_img_20220417_120248.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tilsonburg1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.845378,-80.731665
8808 Tillsonburg Railway Bridge North This high level tower and girder style bridge is noted for its unusual caissons and lightweight bents which have eyebar braces reminiscent of older bridges. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.866842 -80.710306 Railroad (Canadian National) Big Otter Creek Tillsonburg Oxford County, Ontario Ontario Canada Metal Deck Girder Fixed 0 0 0 0 0 0 Unknown 6 7 35 10.67 755 230.12 0 0 https://historicbridges.org/ontario/tilsonburg2/little_tilsonburg2_brg_7763_4_5vib_small.jpg https://historicbridges.org/ontario/tilsonburg2/little_tilsonburg2_brg_7763_4_5vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/tilsonburg2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.866842,-80.710306
8808 Waterworks Road Driveway Bridge This small riveted plate girder bridge appears to be an relocated and reused railway bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal through girder, fixed. The bridge was primarily built by Unknown. Special note about bridge location: This bridge is on a private road, but is right next to a public road. 43.022577 -82.252658 Private Drive Stoney Creek Sarnia Lambton County, Ontario Ontario Canada This bridge is on a private road, but is right next to a public road. Metal Through Girder Fixed 0 1 0 0 0 0 Unknown 3 4 60 18.29 63 19.2 0 0 https://historicbridges.org/ontario/waterworks/little_waterworks_brg_8630_small.jpg https://historicbridges.org/ontario/waterworks/little_waterworks_brg_8630.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/waterworks/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.022577,-82.252658
8809 Fingal Line Bridge This two span bridge is noted for its asymmetrical spans. The technical description of the main or most noteworthy span of the bridge is a concrete continuous rigid-frame, fixed. The bridge was primarily built by Unknown. 42.777913 -81.213852 Fingal Line (CR-16) Kettle Creek St. Thomas Elgin County, Ontario Ontario Canada Concrete Rigid-Frame Fixed 0 Continuous 2 0 0 0 0 Unknown 1 2 0 0 158 48.16 0 0 https://historicbridges.org/ontario/fingalline/little_fingalline_brg_7454_small.jpg https://historicbridges.org/ontario/fingalline/little_fingalline_brg_7454.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/fingalline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.777913,-81.213852
8810 Riverside Railroad Bridge This deck truss railroad bridge with approach spans is an unexpected find, as it crosses a small river that would not normally be expected to have a bridge of this type. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Detroit Bridge and Iron Works of Detroit, Michigan. 42.184248 -86.371989 Railroad (CSX, Grand Rapids Subdivision) Paw Paw River Riverside Berrien County, Michigan Michigan United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 Metal Deck Girder 0 4 1901 0 Detroit Bridge and Iron Works of Detroit, Michigan 6 8 80 24.38 260 79.25 0 0 https://historicbridges.org/michigan/pawpawtruss/little_zimg_20220423_154640_small.jpg https://historicbridges.org/michigan/pawpawtruss/little_zimg_20220423_154640.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pawpawtruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.184248,-86.371989
8811 ! M-43 Coldwater River Bridge Carlton Center Bridge This bridge is one of the first pre-stressed concrete bridges designed and built by the Michigan State Highway Department. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by L. W. Lamb Company of Jackson, Michigan and Lamar Pipe and Tile Company of Grand Rapids, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.726564 -85.255234 M-43 (Carlton Center Road) Coldwater River Rural Barry County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 3 0 0 1956 0 L. W. Lamb Company of Jackson, Michigan and Lamar Pipe and Tile Company of Grand Rapids, Michigan Michigan State Highway Department 5 7 45 13.72 135 41.15 30 9.14 https://historicbridges.org/michigan/m43coldwater/little_zimg_20220423_120819_small.jpg https://historicbridges.org/michigan/m43coldwater/little_zimg_20220423_120819.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m43coldwater/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.726564,-85.255234
8812 Hastings Road Bridge Although Armco guardrail has been added, this bridge is an example of a curved t-beam overpass with attractive R4 railings. The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) concrete curved t-beam, fixed. The bridge was primarily built by Walter Toebe Company and Sargent Construction Company. The bridge was primarily designed by Michigan State Highway Department. 42.879116 -85.291985 Hastings Road I-96 Rural Ionia County, Michigan Michigan United States Concrete Curved T-Beam Fixed 0 4 0 0 1959 0 Walter Toebe Company and Sargent Construction Company Michigan State Highway Department 2 2 71 21.64 240 73.15 26 7.92 https://historicbridges.org/michigan/hastingsi96/little_zimg_20220423_112732_small.jpg https://historicbridges.org/michigan/hastingsi96/little_zimg_20220423_112732.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/hastingsi96/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.879116,-85.291985
8813 L Drive South Bridge This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a concrete slab, fixed. The bridge was primarily built by Unknown. 42.159351 -84.917279 L Drive South Nottawa Drain Rural Calhoun County, Michigan Michigan United States Concrete Slab Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/ldrive/little_zjasonholloway-20220423_192448_small.jpg https://historicbridges.org/michigan/ldrive/little_zjasonholloway-20220423_192448.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ldrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.159351,-84.917279
8814 Arlington Street Railroad Overpass This is a small, traditional plate girder grade separation, somewhat uncommon in a small city like Bangor. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.308972 -86.116498 Railroad (CSX, Grand Rapids Subdivision) Arlington Street Bangor Van Buren County, Michigan Michigan United States Metal Through Girder Fixed 0 1 0 0 1916 0 American Bridge Company of New York, New York 1 2 45 13.72 45 13.72 0 0 https://historicbridges.org/michigan/bangorgirder/little_bangorgirder_0185_small.jpg https://historicbridges.org/michigan/bangorgirder/little_bangorgirder_0185.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bangorgirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.308972,-86.116498
8815 Bangor Railroad Bridge This is a tiny railroad concrete arch bridge. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.309210 -86.116114 Railroad (CSX, Grand Rapids Subdivision) Maple Creek Bangor Van Buren County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown 1 2 27 8.23 51 15.54 0 0 https://historicbridges.org/michigan/bangorarch/little_bangorarch_0272_small.jpg https://historicbridges.org/michigan/bangorarch/little_bangorarch_0272.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/bangorarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.309210,-86.116114
8817 Dallas-Oak Cliff Viaduct Houston Street Viaduct Not only is this an early surviving example of a concrete arch bridge this is also an extremely long example, making it a major engineering achievement when completed. The technical description of the main or most noteworthy span of the bridge is a 79.5 ft (24.23 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Corrigan, Lee and Halpin of Kansas City, Missouri. The bridge was primarily designed by Hedrick and Cochrane of Kansas City, Missouri. 32.765296 -96.812535 Houston Street and Railroad (Dallas Area Rapid Transit) Trinity River and Various Roads and Railroads Dallas Dallas County, Texas Texas United States Concrete Open Spandrel Deck Arch Fixed 0 51 Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 18 1911 2015 Corrigan, Lee and Halpin of Kansas City, Missouri Hedrick and Cochrane of Kansas City, Missouri 8 8 79.5 24.23 5106 1556.31 25.3 7.71 https://historicbridges.org/texas/houstonviaduct/little_houstonviaduct05432_small.jpg https://historicbridges.org/texas/houstonviaduct/little_houstonviaduct05432.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/houstonviaduct/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.765296,-96.812535
8818 Corinth Street Viaduct This is one of several bridges built in Dallas to accommodate a realignment of the river, with unusual design noted for its cantilever stringer spans and extremely long t-beam approach spans. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal cantilever stringer (multi-beam), fixed. The bridge was primarily built by Austin Bridge Company of Dallas, Texas. The bridge was primarily designed by Francis Dey Hughes of Dallas, Texas. 32.755842 -96.795908 Corinth Street Trinity River and Rock Island Street Dallas Dallas County, Texas Texas United States Metal Stringer (Multi-Beam) Fixed 0 Cantilever 3 Concrete T-Beam Fixed 0 64 1930 2008 Austin Bridge Company of Dallas, Texas Francis Dey Hughes of Dallas, Texas 7 7 120 36.58 3300 1005.84 40 12.19 https://historicbridges.org/texas/corinth/little_corinth05804_small.jpg https://historicbridges.org/texas/corinth/little_corinth05804.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/corinth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.755842,-96.795908
8819 Euless School Bridge Grapevine Highway Bridge, Arlington Trinity River Bridge, Old Iron Bridge This beautiful example of a King Bridge Company through truss has been preserved at this location for pedestrian use, the second time the bridge has moved. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 32.829561 -97.079942 Pedestrian Walkway Unnamed Drain Euless Tarrant County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 0 1 0 0 1889 1975 King Bridge Company of Cleveland, Ohio 7 7 90 27.43 90 27.43 0 0 https://historicbridges.org/texas/euless/little_euless05814_small.jpg https://historicbridges.org/texas/euless/little_euless05814.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/euless/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.829561,-97.079942
8820 Exall Dam Bridge This pedestrian bridge uses a lightweight double-intersection Warren truss design composed of rolled angles, a lightweight style of truss that is extremely rare. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 32.826740 -96.801418 Pedestrian Walkway Exall Lake (Turtle Creek) Highland Park Dallas County, Texas Texas United States Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 10 3 0 0 0 0 Unknown 7 7 44 13.41 132 40.23 0 0 https://historicbridges.org/texas/exalldam/little_exalldam06040_small.jpg https://historicbridges.org/texas/exalldam/little_exalldam06040.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/exalldam/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.826740,-96.801418
8821 CN Red Cedar River Railroad Bridge East The very simple concrete design of this bridge makes it look newer than it may in fact actually be, as the concrete looks fairly old up close. The technical description of the main or most noteworthy span of the bridge is a 18 ft (5.49 m) concrete slab, fixed. The bridge was primarily built by Unknown. 42.719235 -84.518452 Railroad (Canadian National) Red Cedar River and Lansing River Trail Lansing Ingham County, Michigan Michigan United States Concrete Slab Fixed 0 8 0 0 0 0 Unknown 1 1 18 5.49 145 44.2 24 7.32 https://historicbridges.org/michigan/lrtrailroad1/little_img_20220508_164433_small.jpg https://historicbridges.org/michigan/lrtrailroad1/little_img_20220508_164433.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lrtrailroad1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719235,-84.518452
8822 CSX Red Cedar River Railroad Bridge This is a traditional deck plate girder with spans of decent length and girder depth. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.722662 -84.516111 Railroad (CSX) Red Cedar River and Lansing River Trail Lansing Ingham County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 0 0 Unknown 1 1 80 24.38 160 48.77 9.5 2.9 https://historicbridges.org/michigan/lrtrailroad2/little_img_20220508_165913_small.jpg https://historicbridges.org/michigan/lrtrailroad2/little_img_20220508_165913.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lrtrailroad2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.722662,-84.516111
8823 Hall Street Bridge This small concrete arch bridge is an early surviving example of concrete bridge construction in Texas, and it has brick or stone shaped patterns on the concrete, a common architectural detail on early concrete bridges. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 32.807138 -96.803289 Hall Street Turtle Creek Dallas Dallas County, Texas Texas United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1908 0 Unknown 6 7 30 9.14 30.8 9.39 30 9.14 https://historicbridges.org/texas/hallstreetturtle/little_hallstreetturtle06448_small.jpg https://historicbridges.org/texas/hallstreetturtle/little_hallstreetturtle06448.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/hallstreetturtle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.807138,-96.803289
8824 Riverside Plaza Skybridge Ogilvie Transportation Center Skybridge, Accenture Tower Skybridge This skybridge structure has been included because it includes highly visible bridge-like structures, notably heavy plate girders with hangers below that hold the walkway. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal deck girder, fixed. The bridge was primarily built by Bass Construction Company of Chicago, Illinois. The bridge was primarily designed by F. E. Brown. 41.882164 -87.639711 Pedestrian Walkway Canal Street Chicago Cook County, Illinois Illinois United States Metal Deck Girder Fixed 0 1 0 0 1929 0 Bass Construction Company of Chicago, Illinois F. E. Brown 4 3 125 38.1 125 38.1 35 10.67 https://historicbridges.org/illinois/metraskybridge/little_p1170028_small.jpg https://historicbridges.org/illinois/metraskybridge/little_p1170028.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/metraskybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.882164,-87.639711
8825 Old Channel Elm Fork Trinity River Railroad Bridge This impressive lattice truss railroad bridge crosses the old channel of the river which was diverted in 1930. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by Unknown. 32.813213 -96.861608 Railroad (Trinity Railway Express) Elm Fork Trinity River (Old Channel) Dallas Dallas County, Texas Texas United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 10 1 Wood Stringer (Multi-Beam) Fixed 0 8 1903 0 Unknown 7 7 150 45.72 262 79.86 0 0 https://historicbridges.org/texas/elmforklattice/little_elmforklattice05927_small.jpg https://historicbridges.org/texas/elmforklattice/little_elmforklattice05927.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/elmforklattice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.813213,-96.861608
8826 Elm Fork Trinity River Railroad Bridge This classic Baltimore truss railroad bridge sits next to a modern plate girder railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 32.814235 -96.906159 Railroad (Trinity Railway Express) Elm Fork Trinity River Dallas Dallas County, Texas Texas United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 Pre-Stressed Concrete Box Beam Fixed 0 0 1930 0 American Bridge Company of New York, New York 6 6 175 53.34 1528 465.73 0 0 https://historicbridges.org/texas/elmforkrr/little_elmforkrr05858_small.jpg https://historicbridges.org/texas/elmforkrr/little_elmforkrr05858.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/elmforkrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.814235,-96.906159
8827 Trinity River UP Railroad Bridge Great Trinity Forest Railroad Bridge This is an impressive, traditional pin-connected Parker through truss railroad bridge which retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 32.750008 -96.777496 Railroad (Union Pacific) Trinity River Dallas Dallas County, Texas Texas United States Metal Parker Pin-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 0 1904 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 7 200 60.96 325 99.06 0 0 https://historicbridges.org/texas/greattrinityforest/little_greattrinityforest06632_small.jpg https://historicbridges.org/texas/greattrinityforest/little_greattrinityforest06632.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/greattrinityforest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.750008,-96.777496
8828 Trinity River UP Railroad Bridge This is a traditional railroad through truss bridge with a Warren configuration with a very long approach and a strange variety of approaches and substructures. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York (Some Spans). 32.728407 -96.755058 Railroad (Union Pacific) Trinity River Dallas Dallas County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 0 0 American Bridge Company of New York, New York (Some Spans) 5 6 130 39.62 2954 900.38 0 0 https://historicbridges.org/texas/rochesterpark/little_rochesterpark04372_small.jpg https://historicbridges.org/texas/rochesterpark/little_rochesterpark04372.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/rochesterpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.728407,-96.755058
8829 Trinity River UP Railroad Bridge This truss bridge with its long plate girder approach system stands out in the open and is easy to view. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 32.777660 -96.821412 Railroad (Union Pacific) Trinity River Dallas Dallas County, Texas Texas United States Metal Warren Rivet-Connected Through Truss Fixed 8 1 Metal Deck Girder Fixed 0 31 1930 0 Unknown 6 6 200 60.96 2040 621.79 0 0 https://historicbridges.org/texas/uptrinity/little_uptrinity05203_small.jpg https://historicbridges.org/texas/uptrinity/little_uptrinity05203.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/uptrinity/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.777660,-96.821412
8830 Allegheny Creek Railroad Bridge This rail-trail bridge is a concrete arch bridge, and it sits next to a deck plate girder with stone piers. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.283540 -75.873849 Railroad (Schuylkill River Rail-Trail) Allegheny Creek and Green Hills Road (PA-568) Gibraltar Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/greenhillsroadrralleghenyck/little_greenhillsrdrroveraleghenycreek9_small.jpg https://historicbridges.org/pennsylvania/greenhillsroadrralleghenyck/little_greenhillsrdrroveraleghenycreek9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/greenhillsroadrralleghenyck/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.283540,-75.873849
8831 Jackson Street Railroad Overpass This is an attractive stone arch overpass, although widened with concrete on one side. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.267099 -75.820293 Railroad (Norfolk Southern) Jackson Street Birdsboro Berks County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/jacksonstreetrr/little_jacksonstreetrr6_small.jpg https://historicbridges.org/pennsylvania/jacksonstreetrr/little_jacksonstreetrr6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/jacksonstreetrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.267099,-75.820293
8832 Birdsboro Railroad Bridge This attractive concrete arch bridge is magical because everything except the overpass span disappears behind the trees in the summer! The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.268374 -75.810713 Railroad (Norfolk Southern) Schuylkill River and Main Street Birdsboro Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 0 0 0 1925 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/schuykilriverbridge-ns-birdsboro/little_schuylkillrvrbridge-ns-birdsboro6_small.jpg https://historicbridges.org/pennsylvania/schuykilriverbridge-ns-birdsboro/little_schuylkillrvrbridge-ns-birdsboro6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuykilriverbridge-ns-birdsboro/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.268374,-75.810713
8833 Douglasville Railroad Bridge This railroad bridge now serves a rail-trail, and is overgrown, making it difficult to photo. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Eyre-Shoemaker Company of Philadelphia, Pennsylvania. 40.256292 -75.732388 Railroad (Schuylkill River Rail-Trail) Schuylkill River Douglasville Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 11 0 0 1912 0 Eyre-Shoemaker Company of Philadelphia, Pennsylvania 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/srtschuylkillriver-douglassville/little_srtschuylkillriver-douglassville16_small.jpg https://historicbridges.org/pennsylvania/srtschuylkillriver-douglassville/little_srtschuylkillriver-douglassville16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/srtschuylkillriver-douglassville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.256292,-75.732388
8834 Allegheny Aqueduct Gibraltar Aqueduct This is not only a rare surviving stone arch aqueduct, but it is also an extremely old stone arch of any type. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) stone Segmental deck arch, fixed. The bridge was primarily built by Samuel Pettitt and/or Ehner Kimber. The bridge was primarily designed by Ephraim Beecher. 40.286112 -75.874720 Girard Canal (Schuylkill Canal) Berks County, Pennsylvania Gibraltar Berks County, Pennsylvania Pennsylvania United States Stone Segmental Deck Arch Fixed 0 5 0 0 1824 0 Samuel Pettitt and/or Ehner Kimber Ephraim Beecher 9 9 25 7.62 112.5 34.29 0 0 https://historicbridges.org/pennsylvania/schuylkillcanal-allegheny/little_schuylkillcanal-alleghenyaqueduct4_small.jpg https://historicbridges.org/pennsylvania/schuylkillcanal-allegheny/little_schuylkillcanal-alleghenyaqueduct4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillcanal-allegheny/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.286112,-75.874720
8835 Indian Corn Creek Aqueduct Buried and abandoned, this is one of several surviving aqueducts related to the Schuylkill Canal, and as such it may date to the 1820s. The technical description of the main or most noteworthy span of the bridge is a stone Elliptical deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Ephraim Beecher. 40.276052 -75.844846 Girard Canal (Schuylkill Canal) Indian Corn Creek Robeson Township Berks County, Pennsylvania Pennsylvania United States Stone Elliptical Deck Arch Fixed 0 2 0 0 0 0 Unknown Ephraim Beecher 8 8 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/schuylkillcanal-indiancorncreek/little_schuylkillcanal-indiancorncreekaqueduct12_small.jpg https://historicbridges.org/pennsylvania/schuylkillcanal-indiancorncreek/little_schuylkillcanal-indiancorncreekaqueduct12.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/schuylkillcanal-indiancorncreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.276052,-75.844846
8836 Old River Road Bridge Schuylkill Road Located on old state highway alignment, this is an early and outstanding example of a state-designed reinforced concrete slab bridge. The technical description of the main or most noteworthy span of the bridge is a 21 ft (6.4 m) concrete continuous slab, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Pennsylvania State Highway Department. 40.276139 -75.844802 Old River Road (Schuylkill Road) (TR-363) Indian Corn Creek Robeson Township Berks County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 Continuous 2 0 0 1917 0 Unknown Pennsylvania State Highway Department 5 5 21 6.4 43 13.11 23 7.01 https://historicbridges.org/pennsylvania/oldriverrd-indiancorncreek/little_oldriverrdoverindiancorncreek10_small.jpg https://historicbridges.org/pennsylvania/oldriverrd-indiancorncreek/little_oldriverrdoverindiancorncreek10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/oldriverrd-indiancorncreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.276139,-75.844802
8837 School Street Bridge This is an outstanding and unaltered example of an early concrete arch bridge built by a pioneering concrete bridge company to Luten patents. The technical description of the main or most noteworthy span of the bridge is a 33 ft (10.06 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Ferro-Concrete Company of Philadelphia, Pennsylvania. 40.257405 -75.770232 School Street (TR-423) Sixpenny Creek Union Township Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1907 0 Ferro-Concrete Company of Philadelphia, Pennsylvania 7 7 33 10.06 33 10.06 17.7 5.39 https://historicbridges.org/pennsylvania/sixpennycreekbridge/little_sixpennycreekbridge16_small.jpg https://historicbridges.org/pennsylvania/sixpennycreekbridge/little_sixpennycreekbridge16.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sixpennycreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.257405,-75.770232
8838 Hay Creek Railroad Bridge This is an unaltered and good representative example of a concrete slab type railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 25 ft (7.62 m) concrete slab, fixed. The bridge was primarily built by Unknown. 40.258040 -75.810521 Railroad (Norfolk Southern, Former Reading Railroad) Hay Creek Birdsboro Berks County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 4 0 0 1917 0 Unknown 2 3 25 7.62 128 39.01 0 0 https://historicbridges.org/pennsylvania/rrhaycreek/little_rrhaycreek1_small.jpg https://historicbridges.org/pennsylvania/rrhaycreek/little_rrhaycreek1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/rrhaycreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.258040,-75.810521
8839 Brown Street Bridge Bridge E-198 Although the concrete approaches and abutments were rebuilt years ago, nothing was done with the truss, and it has been closed to all but pedestrians for many years. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by McMyler-Interstate Company of Cleveland, Ohio. 43.248074 -78.178608 Brown Street Erie Canal (New York State Barge Canal) Albion Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1912 1995 McMyler-Interstate Company of Cleveland, Ohio 7 6 150 45.72 189 57.61 14.4 4.39 https://historicbridges.org/newyork/brownst-albion/little_img_4045_small.jpg https://historicbridges.org/newyork/brownst-albion/little_img_4045.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/brownst-albion/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248074,-78.178608
8840 Telegraph Road Bridge Bridge E-189 This skewed example of a fixed Barge Canal bridge has been nicely rehabilitated, helping to preserve the unique collection of canal bridges. The technical description of the main or most noteworthy span of the bridge is a 183 ft (55.78 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 43.244644 -78.039471 Telegraph Road (CR-54) Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 10 1 Concrete Slab Fixed 0 2 1911 2020 Lackawanna Bridge Company of Buffalo, New York 7 7 183 55.78 227 69.19 14.8 4.51 https://historicbridges.org/newyork/telegraphrd-holley/little_img_4190_small.jpg https://historicbridges.org/newyork/telegraphrd-holley/little_img_4190.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/telegraphrd-holley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.244644,-78.039471
8841 Bennetts Corners Road Bridge Bridge E-186 This classic Barge Canal fixed through truss bridge has been rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York. 43.224724 -78.013947 Bennetts Corners Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1911 0 Lackawanna Bridge Company of Buffalo, New York and I.M. Ludington's Sons Inc. of Rochester, New York 7 6 150 45.72 194 59.13 14.8 4.51 https://historicbridges.org/newyork/westernbennettscors/little_img_4203_small.jpg https://historicbridges.org/newyork/westernbennettscors/little_img_4203.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/westernbennettscors/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.224724,-78.013947
8842 West Avenue Railroad Overpass This railroad over railroad overpass with its classic Baltimore truss configuration also crosses a small street. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 43.149301 -77.664674 Railroad (Rochester and Southern) Railroad (CSX and Amtrak) and West Avenue Rochester Monroe County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Fixed 12 1 0 0 1909 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 7 165 50.29 165 50.29 0 0 https://historicbridges.org/newyork/genlrwysignal/little_img_4430_small.jpg https://historicbridges.org/newyork/genlrwysignal/little_img_4430.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/genlrwysignal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.149301,-77.664674
8843 Chili Avenue Bridge Bridge E-163 This is an increasingly uncommon surviving example of a state standard truss bridge, this example noted for its skew and roadway width. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Polygonal Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.140285 -77.665900 Chili Avenue (NY-33A) Erie Canal (New York State Barge Canal) Rochester Monroe County, New York New York United States Metal Polygonal Warren Rivet-Connected Through Truss Fixed 8 1 0 0 1939 1966 American Bridge Company of New York, New York 7 7 148 45.11 154 46.94 42 12.8 https://historicbridges.org/newyork/chiliave-bargecanal/little_img_4397_small.jpg https://historicbridges.org/newyork/chiliave-bargecanal/little_img_4397.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/chiliave-bargecanal/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.140285,-77.665900
8844 Broadway Bridge John Mack Bridge, Lawrence Street Bridge This is one of the largest and most significant Marsh and rainbow arch bridges in the country due to its large number of spans. The technical description of the main or most noteworthy span of the bridge is a 100.7 ft (30.69 m) concrete marsh (tied) Rainbow through arch, fixed. The bridge was primarily built by Tomlinson Bridge and Supply Company of Garfield, Kansas. The bridge was primarily designed by Marsh Engineering Company of Des Moines, Iowa. 37.644579 -97.335491 Broadway (Southbound) Arkansas River Wichita Sedgwick County, Kansas Kansas United States Concrete Rainbow Marsh (Tied) Through Arch Fixed 10 8 0 0 1931 1996 Tomlinson Bridge and Supply Company of Garfield, Kansas Marsh Engineering Company of Des Moines, Iowa 9 10 100.7 30.69 801.5 244.3 27 8.23 https://historicbridges.org/kansas/johnmackbridge/little_03-28-2022_058_small.jpg https://historicbridges.org/kansas/johnmackbridge/little_03-28-2022_058.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/johnmackbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.644579,-97.335491
8845 Cedar Point Bridge This classic Pratt truss bridge is a good representative example of its kind. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 38.260051 -96.834241 Main Street Cottonwood River Cedar Point Chase County, Kansas Kansas United States Metal Pratt Rivet-Connected Through Truss Fixed 8 1 0 0 1916 0 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 6 7 140 42.67 142 43.28 17 5.18 https://historicbridges.org/kansas/cedarpointpratttruss/little_03-28-2022_085_small.jpg https://historicbridges.org/kansas/cedarpointpratttruss/little_03-28-2022_085.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/cedarpointpratttruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.260051,-96.834241
8846 Clements Stone Arch Bridge Abandoned, this is a strikingly large and impressive stone arch highway bridge, which is quite unusual for this part of the country. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) stone Segmental deck arch, fixed. The bridge was primarily built by L.P. Santy and Company of Clements, Kansas. 38.295069 -96.735114 G Road (Abandoned Alignment) Cottonwood River Rural Chase County, Kansas Kansas United States Stone Segmental Deck Arch Fixed 0 2 0 0 1886 0 L.P. Santy and Company of Clements, Kansas 7 9 57 17.37 127 38.71 16.7 5.09 https://historicbridges.org/kansas/clementsbridge/little_03-28-2022_158_small.jpg https://historicbridges.org/kansas/clementsbridge/little_03-28-2022_158.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/clementsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.295069,-96.735114
8847 Cottonwood Falls Bridge Bypassed by a new bridge, this bridge sat deteriorated for several years before being rehabilitated for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 69.8 ft (21.28 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Missouri Valley Bridge and Iron Company of Leavenworth, Kansas. 38.374990 -96.541268 Broadway Street Cottonwood River Cottonwood Falls Chase County, Kansas Kansas United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1914 2007 Missouri Valley Bridge and Iron Company of Leavenworth, Kansas 7 7 69.8 21.28 208 63.4 25 7.62 https://historicbridges.org/kansas/cottonwoodfallsbridge/little_03-28-2022_232_small.jpg https://historicbridges.org/kansas/cottonwoodfallsbridge/little_03-28-2022_232.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/cottonwoodfallsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.374990,-96.541268
8848 Schoellkopf Road Bridge Wyoming County Fairgrounds Bridge This Pratt truss bridge is noted for its ornate portal cresting and was spared demolition when the bridge was moved to Wyoming County Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Owego Bridge Company of Owego, New York. 42.557987 -78.156312 Park Lane Wiscoy Creek Pike Wyoming County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1905 0 Owego Bridge Company of Owego, New York 7 7 101 30.78 103 31.39 14.4 4.39 https://historicbridges.org/newyork/schoellkopff2/little_skpfinstalled18_small.jpg https://historicbridges.org/newyork/schoellkopff2/little_skpfinstalled18.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/schoellkopff2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.557987,-78.156312
8852 US-131 Southbound Rocky River Bridge Although visually this bridge leaves a lot to be desired, this bridge is officially considered historic as an early pre-stressed concrete bridge. The technical description of the main or most noteworthy span of the bridge is a 45 ft (13.72 m) pre-stressed concrete Adjacent box beam, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 41.954974 -85.646213 US-131 (Southbound) Rocky River Three Rivers St. Joseph County, Michigan Michigan United States Pre-Stressed Concrete Adjacent Box Beam Fixed 0 2 0 0 1956 1981 Unknown Michigan State Highway Department 4 6 45 13.72 90 27.43 46.7 14.23 https://historicbridges.org/michigan/us131ps/little_jasonholloway-20220520_184423_small.jpg https://historicbridges.org/michigan/us131ps/little_jasonholloway-20220520_184423.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us131ps/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.954974,-85.646213
8853 Utility Drive Bridge Closed and fenced off at one end, this ca. 1920 bridge was reportedly built for the Auburn Automobile Corporation. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 41.355640 -85.054939 Utility Drive Cedar Creek Auburn De Kalb County, Indiana Indiana United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/indiana/cedarutility/little_jasonholloway-20220524_150216b_small.jpg https://historicbridges.org/indiana/cedarutility/little_jasonholloway-20220524_150216b.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=indiana/cedarutility/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.355640,-85.054939
8854 Knob Road Bridge This is an extremely short and lightweight through truss with attractive v-lacing instead of cover plate on the top chord and end posts. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 42.657103 -88.325433 Knob Road White River Rural Walworth County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 4 1 0 0 0 0 Unknown 7 8 80 24.38 83 25.3 0 0 https://historicbridges.org/wisconsin/knobroad/little_knobroadwhiteriver20220518_175116_dji_0407_small.jpg https://historicbridges.org/wisconsin/knobroad/little_knobroadwhiteriver20220518_175116_dji_0407.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/knobroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.657103,-88.325433
8855 ! Albany Railroad Swing Bridge This early product of the American Bridge Company is of heavy duty construction, yet this was not enough for this bridge to be sentenced to the scrapyard. The technical description of the main or most noteworthy span of the bridge is a 260 ft (79.25 m) metal rivet-connected Baltimore through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by American Bridge Company of New York, New York. 42.654566 -73.742285 Railroad (CSX and Amtrak) Hudson River and Quay Street Albany and Rensselaer Albany County, New York and Rensselaer County, New York New York United States Metal Baltimore Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Baltimore Rivet-Connected Through Truss Fixed 12 8 1901 0 American Bridge Company of New York, New York 7 8 260 79.25 1272 387.71 0 0 https://historicbridges.org/newyork/albanyrr/little_livaverr6_small.jpg https://historicbridges.org/newyork/albanyrr/little_livaverr6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/albanyrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.654566,-73.742285
8856 Old Kendall Road Bridge Sandy Creek Abandoned Bridge This bridge on abandoned alignment has outlived its replacement bridge on new alignment by decades! The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Rochester Bridge and Construction Company of Rochester, New York. 43.286971 -78.044387 NY-237 (Kendall Road) (Old Alignment) Sandy Creek Rural Orleans County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Rochester Bridge and Construction Company of Rochester, New York 5 6 0 0 0 0 0 0 https://historicbridges.org/newyork/sandycreeklane/little_marc-sandycrklnre-visit5_small.jpg https://historicbridges.org/newyork/sandycreeklane/little_marc-sandycrklnre-visit5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/sandycreeklane/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.286971,-78.044387
8857 Chatham Center Bridge This early state design and uncommon Pratt variant state highway truss bridge was built by the famous Phoenix Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by New York State Department of Public Works. 42.418367 -73.614423 NY-66 Kinderhook Creek Chatham Center Columbia County, New York New York United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 0 0 1927 0 Phoenix Bridge Company of Phoenixville, Pennsylvania New York State Department of Public Works 5 6 120 36.58 125 38.1 22 6.71 https://historicbridges.org/newyork/ny66/little_rte66-kinderhookcrk1_small.jpg https://historicbridges.org/newyork/ny66/little_rte66-kinderhookcrk1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny66/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.418367,-73.614423
8858 Hammond Hill Road Bridge This is a notable multi-span riveted polygonal Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.473909 -78.744736 Hammond Hill Road Cattaraugus Creek Rural Erie County, New York and Cattaraugus County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 7 2 0 0 1939 0 Unknown 5 5 120 36.58 246 74.98 21.7 6.61 https://historicbridges.org/newyork/hammondhill/little_hammondhill40_small.jpg https://historicbridges.org/newyork/hammondhill/little_hammondhill40.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/hammondhill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.473909,-78.744736
8860 Pyrite Mine Road Bridge This rare Virginia example of the Groton Bridge Company was nicely restored following damage by a tree. The technical description of the main or most noteworthy span of the bridge is a 52.5 ft (16 m) metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 38.572894 -77.347097 Pyrite Mine Road Quantico Creek Rural Prince William County, Virginia Virginia United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 3 1 0 0 0 2019 Groton Bridge Company of Groton, New York 6 8 52.5 16 53 16.15 11.3 3.44 https://historicbridges.org/virginia/pyritemineloop/little_pyritemineloop5_small.jpg https://historicbridges.org/virginia/pyritemineloop/little_pyritemineloop5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/pyritemineloop/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.572894,-77.347097
8861 James River Arch Bridge This monumental arch bridge was a major feat of engineering in the region when completed. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by W. W. Boxley and Company of Roanoke, Virginia. The bridge was primarily designed by John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois). 37.536514 -77.493584 Railroad (CSX) James River, Riverside Drive, and Various Railroads Richmond Richmond Independent City, Virginia Virginia United States Concrete Open Spandrel Deck Arch Fixed 0 15 Concrete Closed Spandrel Deck Arch 0 3 1919 0 W. W. Boxley and Company of Roanoke, Virginia John Edwin Greiner (J. E. Greiner Company of Baltimore, Maryland and Chicago, Illinois) 8 9 116 35.36 2278 694.33 0 0 https://historicbridges.org/virginia/millionarch/little_main_small.jpg https://historicbridges.org/virginia/millionarch/little_main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/millionarch/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.536514,-77.493584
8862 Boulevard Bridge Nickel Bridge This is a very long and unique deck truss bridge that is operated as a toll bridge. The technical description of the main or most noteworthy span of the bridge is a 129 ft (39.32 m) metal continuous rivet-connected deck truss, fixed. The bridge was primarily built by Atlantic Bridge Company of Charlotte, North Carolina and Roanoke, Virginia. 37.531906 -77.483869 Westover Hills Boulevard James River and Various Railroads Richmond Richmond Independent City, Virginia Virginia United States Metal Rivet-Connected Deck Truss Fixed 0 Continuous 11 Metal Deck Girder 0 20 1925 0 Atlantic Bridge Company of Charlotte, North Carolina and Roanoke, Virginia 8 9 129 39.32 2032 619.35 22.6 6.89 https://historicbridges.org/virginia/nickelbridge/little_jamesrnickelbr58_small.jpg https://historicbridges.org/virginia/nickelbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/nickelbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.531906,-77.483869
8863 Hudson Railroad Bridge A bridge with variety, this structure includes a six panel Camelback pony truss span, a six panel Pratt through truss span, and a traditional riveted through truss swing span. The technical description of the main or most noteworthy span of the bridge is a 314 ft (95.71 m) metal rivet-connected Pratt through truss, movable: swing, Rim Bearing Center Pier. The bridge was primarily built by Unknown. 44.980347 -92.770500 Railroad (Union Pacific) St. Croix River Hudson St. Croix County, Wisconsin and Washington County, Minnesota Wisconsin and Minnesota United States Metal Pratt Rivet-Connected Through Truss Movable: Swing Rim Bearing Center Pier 0 1 Metal Pratt Rivet-Connected Through Truss Fixed 6 2 1913 1963 Unknown 7 7 314 95.71 568 173.13 0 0 https://historicbridges.org/wisconsin/hudson-wi-up-hudson-st-croix-riv-swing/little_markboettcher02159_small.jpg https://historicbridges.org/wisconsin/hudson-wi-up-hudson-st-croix-riv-swing/little_markboettcher02159.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/hudson-wi-up-hudson-st-croix-riv-swing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.980347,-92.770500
8864 Pine River Railroad Bridge Hidden away in a wooded location is this relocated classic pony truss railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 45.132965 -89.625700 Railroad (Canadian National) Pine River Rural Lincoln County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Pony Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 5 1900 0 Lassig Bridge and Iron Works of Chicago, Illinois 6 7 98 29.87 180 54.86 0 0 https://historicbridges.org/wisconsin/pine-riv-wi-cn-pine-riv/little_markboettcher01977_small.jpg https://historicbridges.org/wisconsin/pine-riv-wi-cn-pine-riv/little_markboettcher01977.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/pine-riv-wi-cn-pine-riv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.132965,-89.625700
8865 Tiffany Bridge Smith Road Bridge This unusual bolt-connected truss bridge was relocated and preserved here on private property. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) metal bolt-connected Pratt through truss, fixed. The bridge was primarily built by Worden-Allen Company of Milwaukee, Wisconsin. Special note about bridge location: This bridge is on private property. 42.575191 -88.908934 Pedestrian Walkway Turtle Creek Tributary Rural Rock County, Wisconsin Wisconsin United States This bridge is on private property. Metal Pratt Bolt-Connected Through Truss Fixed 8 1 0 0 1910 0 Worden-Allen Company of Milwaukee, Wisconsin 7 7 120 36.58 122 37.19 14.8 4.51 https://historicbridges.org/wisconsin/tiffany-wi-smith-road-relocation-site/little_markboettcher01962_small.jpg https://historicbridges.org/wisconsin/tiffany-wi-smith-road-relocation-site/little_markboettcher01962.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/tiffany-wi-smith-road-relocation-site/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.575191,-88.908934
8866 Wauwatosa Railroad Bridge This heavy truss span carries one railroad over another railroad plus other features in a viaduct-like fashion. The technical description of the main or most noteworthy span of the bridge is a 175 ft (53.34 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 43.046416 -88.049681 Railroad (Union Pacific) Railroad (Canadian Pacific), Underwood Creek, and Watertown Plank Road Wauwatosa Milwaukee County, Wisconsin Wisconsin United States Metal Parker Rivet-Connected Through Truss Fixed 7 1 Metal Deck Girder 0 4 1910 0 Pennsylvania Steel Company of Steelton, Pennsylvania 6 6 175 53.34 490 149.35 0 0 https://historicbridges.org/wisconsin/wauwatosa-wi-up-watertown-plank-rd/little_markboettcher01907_small.jpg https://historicbridges.org/wisconsin/wauwatosa-wi-up-watertown-plank-rd/little_markboettcher01907.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wauwatosa-wi-up-watertown-plank-rd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.046416,-88.049681
8867 Wisconsin Dells Railroad Bridge Kilbourne Bridge Located in a major area tourist destination, this bridge, originally double-deck, was built by the famous Phoenix Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt deck truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. 43.628243 -89.778978 Railroad (Canadian Pacific) Wisconsin River and Broadway Street (WI-13) Wisconsin Dells Columbia County, Wisconsin and Sauk County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Deck Truss Fixed 6 2 Metal Deck Girder Fixed 0 2 1903 1956 Phoenix Bridge Company of Phoenixville, Pennsylvania 6 7 165 50.29 470.5 143.41 0 0 https://historicbridges.org/wisconsin/wisconsin-dells-wi-cp-wisconsin-dells-rail/little_markboettcher01874_small.jpg https://historicbridges.org/wisconsin/wisconsin-dells-wi-cp-wisconsin-dells-rail/little_markboettcher01874.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wisconsin-dells-wi-cp-wisconsin-dells-rail/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.628243,-89.778978
8868 Fox River Railroad Bridge This railroad bridge is noted for its unusually short through trusses. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Pratt truss, fixed. The bridge was primarily built by Unknown. 42.647952 -88.246726 Railroad (Canadian National) Fox River Burlington Racine County, Wisconsin Wisconsin United States Metal Pratt Rivet-Connected Truss Fixed 4 2 0 0 0 0 Unknown 5 6 100 30.48 200 60.96 0 0 https://historicbridges.org/wisconsin/burlington-wi-s-cn-fox-riv/little_markboettcher02186_small.jpg https://historicbridges.org/wisconsin/burlington-wi-s-cn-fox-riv/little_markboettcher02186.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/burlington-wi-s-cn-fox-riv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.647952,-88.246726
8869 Packwaukee Railroad Bridge Buffalo Lake Railroad Bridge Although it no longer operates for boats and the machinery house is missing, this is a rare example of a lattice truss swing bridge. The technical description of the main or most noteworthy span of the bridge is a 205 ft (62.48 m) metal rivet-connected Lattice (Quadruple Warren) through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 43.747769 -89.474772 Railroad (Union Pacific) Buffalo Lake (Fox River) Packwaukee Marquette County, Wisconsin Wisconsin United States Metal Lattice (Quadruple Warren) Rivet-Connected Through Truss Fixed 0 1 Metal Deck Girder 0 10 1911 0 American Bridge Company of New York, New York 8 8 205 62.48 1005 306.32 0 0 https://historicbridges.org/wisconsin/up-fox-riv-buffalo-lake/little_markboettcher02173_small.jpg https://historicbridges.org/wisconsin/up-fox-riv-buffalo-lake/little_markboettcher02173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/up-fox-riv-buffalo-lake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.747769,-89.474772
8870 Janesville Union Pacific Railroad Bridge This 1896 Double-Warren deck truss had a second truss added beside it in 1908. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois and Bates and Rogers of Chicago, Illinois. 42.669321 -89.032815 Railroad (Union Pacific) Rock River Janesville Rock County, Wisconsin Wisconsin United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 0 4 Metal Deck Girder Fixed 0 3 1896 1908 Lassig Bridge and Iron Works of Chicago, Illinois and Bates and Rogers of Chicago, Illinois 7 7 125 38.1 720 219.46 0 0 https://historicbridges.org/wisconsin/janesville-wi-up-rock-riv/little_markboettcher02129_small.jpg https://historicbridges.org/wisconsin/janesville-wi-up-rock-riv/little_markboettcher02129.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/janesville-wi-up-rock-riv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.669321,-89.032815
8871 Merrill Railroad Bridge Bridge G-388 This crossing was erected in 1929 using a truss dating to 1895 which was relocated from another location for this purpose. The technical description of the main or most noteworthy span of the bridge is a 112 ft (34.14 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Lassig Bridge and Iron Works of Chicago, Illinois. 45.177063 -89.714854 Railroad (Abandoned Milwaukee Road) Wisconsin River (West Channel) Merrill Lincoln County, Wisconsin Wisconsin United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 Wood Stringer (Multi-Beam) Fixed 0 0 1895 1929 Lassig Bridge and Iron Works of Chicago, Illinois 7 7 112 34.14 315 96.01 0 0 https://historicbridges.org/wisconsin/merrill-wi-abandoned-wi-riv-w/little_markboettcher02064_small.jpg https://historicbridges.org/wisconsin/merrill-wi-abandoned-wi-riv-w/little_markboettcher02064.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/merrill-wi-abandoned-wi-riv-w/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=45.177063,-89.714854
8872 Glendale Railroad Bridge This bridge has a variety of spans with a variety of construction dates and builders. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and American Bridge Company of New York, New York. 43.131895 -87.928202 Railroad (Union Pacific) Milwaukee River, Sunny Point Road, and North Milwaukee River Parkway Glendale Milwaukee County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Deck Truss Fixed 6 1 Metal Deck Girder Fixed 0 17 1928 1938 Bethlehem Steel Company of Bethlehem, Pennsylvania and American Bridge Company of New York, New York 5 6 150 45.72 930 283.46 0 0 https://historicbridges.org/wisconsin/milwaukee-wi-up-milwaukee-riv/little_markboettcher02047_small.jpg https://historicbridges.org/wisconsin/milwaukee-wi-up-milwaukee-riv/little_markboettcher02047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/milwaukee-wi-up-milwaukee-riv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.131895,-87.928202
8873 Wauwatosa Railroad Bridge This is an uncommon example of a pony truss railroad bridge with three truss lines. The technical description of the main or most noteworthy span of the bridge is a 105 ft (32 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 43.048999 -88.008123 Railroad (Canadian Pacific) Menomonee River Wauwatosa Milwaukee County, Wisconsin Wisconsin United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1905 1909 Pennsylvania Steel Company of Steelton, Pennsylvania 6 7 105 32 105 32 0 0 https://historicbridges.org/wisconsin/wauwatosa-wi-cp-wauwatosa-menomonee-riv/little_markboettcher01931_small.jpg https://historicbridges.org/wisconsin/wauwatosa-wi-cp-wauwatosa-menomonee-riv/little_markboettcher01931.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wisconsin/wauwatosa-wi-cp-wauwatosa-menomonee-riv/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.048999,-88.008123
8874 ! M-10 and I-94 Interchange Lodge Freeway - Ford Freeway Interchange This page documents this large interchange composed of a number of bridges, which are were found to be historic by the Historic Bridge Inventory. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal stringer (multi-beam), fixed. The bridge was primarily built by L. A. Davidson of Saginaw, Michigan. The bridge was primarily designed by Michigan State Highway Department and Wayne County Road Commission. 42.359137 -83.076402 I-94 (Edsel Ford Freeway) M-10 (John C. Lodge Freeway) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 11 0 0 1953 1996 L. A. Davidson of Saginaw, Michigan Michigan State Highway Department and Wayne County Road Commission 6 8 130 39.62 1158 352.96 38.7 11.8 https://historicbridges.org/michigan/m10i94/main_small.jpg https://historicbridges.org/michigan/m10i94/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10i94/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.359137,-83.076402
8875 US-12 Michigan Avenue I-94 Bridge This bridge and interchange was found historic by the Michigan Historic Bridge Inventory for its significance as an early and important interchange in Michigan. The technical description of the main or most noteworthy span of the bridge is a 119 ft (36.27 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Hazelet and Erdal of Chicago, Illinois and Michigan State Highway Department. 42.326597 -83.160756 US-12 (Michigan Avenue) I-94 (Edsel Ford Freeway and Detroit Industrial Expressway) Dearborn Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1948 1996 Darin and Armstrong, Inc of Detroit, Michigan Hazelet and Erdal of Chicago, Illinois and Michigan State Highway Department 4 6 119 36.27 224 68.28 90 27.43 https://historicbridges.org/michigan/i94us12/little_zimg2022_20220529_125844_small.jpg https://historicbridges.org/michigan/i94us12/little_zimg2022_20220529_125844.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94us12/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.326597,-83.160756
8876 Woodward and 8 Mile Tri-Level Intersection M-1 and M-102 Tri-Level Intersection This intersection between two major divided highways and its associated bridges, a jungle of beautiful R4 railing, was a major engineering achievement at the time and as such were officially found to be historic by MDOT and rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 71.2 ft (21.7 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Darin and Armstrong, Inc of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.446577 -83.125057 Woodward Avenue (M-1) 8 Mile Road (M-102) Detroit and Ferndale Wayne County, Michigan and Oakland County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1956 2006 Darin and Armstrong, Inc of Detroit, Michigan Michigan State Highway Department 5 7 71.2 21.7 255 77.72 83 25.3 https://historicbridges.org/michigan/8mile/main_small.jpg https://historicbridges.org/michigan/8mile/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/8mile/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.446577,-83.125057
8877 Holden Avenue Pedestrian Overpass Holden Avenue Walkover This may be one of the only pedestrian overpasses over Detroit expressways that retains its original railings. The technical description of the main or most noteworthy span of the bridge is a 77 ft (23.47 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.363038 -83.078875 Holden Avenue (Holden Street) (Pedestrian Walkway) M-10 (John C. Lodge Freeway) Detroit Wayne County, Michigan Michigan United States Metal Through Girder Fixed 0 4 0 0 1950 0 Unknown 4 6 77 23.47 225 68.58 12 3.66 https://historicbridges.org/michigan/m10holden/little_m10holden_1529_small.jpg https://historicbridges.org/michigan/m10holden/little_m10holden_1529.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10holden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.363038,-83.078875
8878 ! Miller-Rotunda Bridge Miller-Rotunda Viaduct This T-shaped bridge consisting of long approach ramps supported by riveted steel bents is extremely rare in Michigan. The technical description of the main or most noteworthy span of the bridge is a 62 ft (18.9 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.316280 -83.161978 Miller Road and Rotunda Drive Railroad (Ford Railroad), Southern Avenue, and Ford Rouge Access Drive Dearborn Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 48 0 0 1931 1982 Unknown 4 6 62 18.9 1460.4 445.13 62 18.9 https://historicbridges.org/michigan/millerrotunda/little_millerrotunda_5357_8_9vib_small.jpg https://historicbridges.org/michigan/millerrotunda/little_millerrotunda_5357_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/millerrotunda/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.316280,-83.161978
8879 ! Jefferson-Hastings Bridges Whether you consider this two bridges or one unique The technical description of the main or most noteworthy span of the bridge is a 71 ft (21.64 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan, Charles J. Rogers Construction Company, and Cooke Contracting Company. The bridge was primarily designed by Michigan State Highway Department. 42.332437 -83.036126 Jefferson Avenue and Hastings Street (Chrysler Drive) I-375 (Walter P. Chrysler Freeway) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1962 0 Jutton-Kelly Company of Detroit, Michigan, Charles J. Rogers Construction Company, and Cooke Contracting Company Michigan State Highway Department 3 6 71 21.64 137 41.76 40 12.19 https://historicbridges.org/michigan/i375jefferson/little_zimg2022_20220529_100756_small.jpg https://historicbridges.org/michigan/i375jefferson/little_zimg2022_20220529_100756.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i375jefferson/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.332437,-83.036126
8880 Ecorse Road Bridge One of the most unusual steel stringer bridges in Michigan, this bridge is noted for its built-up steel bents, and for its extreme skew which resulted in a unique layout of the bents. The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.255639 -83.265006 Ecorse Road Railroad (Norfolk Southern) Taylor Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 14 0 0 1936 1995 Unknown 6 8 30 9.14 422 128.63 49.2 15 https://historicbridges.org/michigan/ecorse/little_zimg2022_20220529_153748_small.jpg https://historicbridges.org/michigan/ecorse/little_zimg2022_20220529_153748.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/ecorse/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.255639,-83.265006
8881 Zug Island Road Bridge Bridge 141 This bascule bridge features a combined highway and railroad deck, and is the main vehicular access to Zug Island. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal rivet-connected Warren through truss, movable: single leaf bascule, Rolling Lift. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. The bridge was primarily designed by Scherzer Rolling Lift Bridge Company of Chicago, Illinois. 42.289176 -83.109323 Zug Island Road and Railroad (Norfolk Southern and Delray Connecting) River Rouge Detroit Wayne County, Michigan Michigan United States Metal Warren Rivet-Connected Through Truss Movable: Single Leaf Bascule Rolling Lift 0 1 0 0 1914 0 Pennsylvania Steel Company of Steelton, Pennsylvania Scherzer Rolling Lift Bridge Company of Chicago, Illinois 7 7 140 42.67 175 53.34 0 0 https://historicbridges.org/michigan/zugisland/little_zugisland_4643_small.jpg https://historicbridges.org/michigan/zugisland/little_zugisland_4643.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/zugisland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.289176,-83.109323
8882 Woodward Avenue Railroad Bridge This grade separation, crossing what is essentially Main Street Detroit, was designed with exceptional architectural details compared to most overpasses. The technical description of the main or most noteworthy span of the bridge is a 95.8 ft (29.2 m) metal deck girder, fixed. The bridge was primarily built by D.W. Thurston of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.367804 -83.071686 Railroad (Canadian National) Woodward Avenue (M-1) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 Concrete Slab 0 2 1935 0 D.W. Thurston of Detroit, Michigan Michigan State Highway Department 4 6 95.8 29.2 126 38.4 0 0 https://historicbridges.org/michigan/woodwardrr/little_zimg2022_20220529_090835_small.jpg https://historicbridges.org/michigan/woodwardrr/little_zimg2022_20220529_090835.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/woodwardrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.367804,-83.071686
8883 Grand River Avenue Railroad Bridge This is a pair of plate girder overpasses noted for surviving R4 railing and other above-average architectural details. The technical description of the main or most noteworthy span of the bridge is a 89 ft (27.13 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.349077 -83.090232 Railroad (Conrail) Grand River Avenue (M-5) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 Concrete Slab Fixed 0 2 1936 0 Unknown Michigan State Highway Department 4 5 89 27.13 112 34.14 0 0 https://historicbridges.org/michigan/grandriverrrs/little_zimg2022_20220529_093246_small.jpg https://historicbridges.org/michigan/grandriverrrs/little_zimg2022_20220529_093246.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/grandriverrrs/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349077,-83.090232
8884 Michigan Avenue Railroad Bridge East This is one of three overpasses on this stretch of road noted for their attractive architectural detailing, including the unusual use of stone facing on the substructures. The technical description of the main or most noteworthy span of the bridge is a 75.8 ft (23.1 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.331264 -83.099512 Railroad (Conrail) Michigan Avenue (US-12) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1941 0 Unknown Michigan State Highway Department 4 5 75.8 23.1 151 46.02 0 0 https://historicbridges.org/michigan/us12east/little_zimg2022_20220529_112233_small.jpg https://historicbridges.org/michigan/us12east/little_zimg2022_20220529_112233.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12east/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.331264,-83.099512
8885 Scotten Avenue Bridge This is one of three overpasses on this stretch of road noted for their attractive architectural detailing, including the unusual use of stone facing on the substructures. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.331248 -83.101304 Scotten Avenue Michigan Avenue (US-12) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1941 1999 Unknown Michigan State Highway Department 1 2 42 12.8 144 43.89 42 12.8 https://historicbridges.org/michigan/us12scotten/little_us12scotten_3929_30_31vib_small.jpg https://historicbridges.org/michigan/us12scotten/little_us12scotten_3929_30_31vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12scotten/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.331248,-83.101304
8886 Michigan Avenue Railroad Bridge West This is one of three overpasses on this stretch of road noted for their attractive architectural detailing, including the unusual use of stone facing on the substructures. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.331252 -83.102873 Railroad (Conrail) Michigan Avenue (US-12) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1941 0 Unknown Michigan State Highway Department 4 5 75 22.86 150 45.72 0 0 https://historicbridges.org/michigan/us12west/little_zimg2022_20220529_112903_small.jpg https://historicbridges.org/michigan/us12west/little_zimg2022_20220529_112903.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us12west/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.331252,-83.102873
8887 Lantz Street Railroad Bridge This bridge is noted for its attractive architectural details, setting it aside the majority of railroad overpasses in Detroit, and is also noted for being a five block section of the never-completed Outer Drive. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.436990 -83.104812 Railroad (Canadian National) Lantz Street (Outer Drive) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 Concrete Slab Fixed 0 2 1938 0 Unknown 3 6 65 19.81 92 28.04 0 0 https://historicbridges.org/michigan/lantz/little_lantz_7007_small.jpg https://historicbridges.org/michigan/lantz/little_lantz_7007.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lantz/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.436990,-83.104812
8888 State Fair Avenue Railroad Bridge This railroad overpass stands out on city streets for its use of R4 railings, and this may be the result of this area formerly being home to the Michigan State Fairgrounds. The technical description of the main or most noteworthy span of the bridge is a 51.8 ft (15.79 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.439508 -83.106863 Railroad (Canadian National) State Fair Avenue Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1940 0 Unknown 2 4 51.8 15.79 85 25.91 0 0 https://historicbridges.org/michigan/statefair/little_statefair_6962_small.jpg https://historicbridges.org/michigan/statefair/little_statefair_6962.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/statefair/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.439508,-83.106863
8889 Outer Drive Railroad Bridge This bridge is noted for its attractive architectural details, setting it aside the majority of railroad overpasses in Detroit, and is also noted for being a bridge built for this section of Outer Drive. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.249022 -83.146923 Railroad (Conrail) Outer Drive Ecorse Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1939 0 Unknown 3 4 47 14.33 99.7 30.39 0 0 https://historicbridges.org/michigan/outerdriverr/little_outerdriverr_5777_small.jpg https://historicbridges.org/michigan/outerdriverr/little_outerdriverr_5777.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/outerdriverr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.249022,-83.146923
8890 Telegraph Road Railroad Bridges US-24 Railroad Bridges This is a pair of railroad overpasses, one being older than the other, since the second bridge was built to accommodate the road's conversion into a divided highway. The technical description of the main or most noteworthy span of the bridge is a 66 ft (20.12 m) metal deck girder, fixed. The bridge was primarily built by Walbridge and Aldinger Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.378486 -83.275540 Railroad (CSX) Telegraph Road (US-24) Redford Township Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1936 0 Walbridge and Aldinger Company of Detroit, Michigan Michigan State Highway Department 4 5 66 20.12 95 28.96 0 0 https://historicbridges.org/michigan/us24telegraphredford/little_zimg2022_20220601_175801_small.jpg https://historicbridges.org/michigan/us24telegraphredford/little_zimg2022_20220601_175801.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us24telegraphredford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.378486,-83.275540
8891 Telegraph Road Railroad Bridge US-24 Railroad Bridge This is one of several attractive railroad overpasses on Telegraph Road noted for their use of R4 railing. The technical description of the main or most noteworthy span of the bridge is a 53.8 ft (16.4 m) metal deck girder, fixed. The bridge was primarily built by Walbridge and Aldinger Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.297817 -83.271415 Railroad (Conrail) Telegraph Road (US-24) Dearborn Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1937 0 Walbridge and Aldinger Company of Detroit, Michigan Michigan State Highway Department 4 5 53.8 16.4 109 33.22 0 0 https://historicbridges.org/michigan/us24telegraphdearbornrr/little_zimg2022_20220529_162524_small.jpg https://historicbridges.org/michigan/us24telegraphdearbornrr/little_zimg2022_20220529_162524.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us24telegraphdearbornrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.297817,-83.271415
8892 Telegraph Road Railroad Bridge US-24 Railroad Bridge This is one of several attractive railroad overpasses on Telegraph Road noted for their use of R4 railing, and this one appears to have a story to tell. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal deck girder, fixed. The bridge was primarily built by Bryant and Detwiler Company. The bridge was primarily designed by Michigan State Highway Department. 42.254381 -83.270111 Railroad (Norfolk Southern) Telegraph Road (US-24) Taylor Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 4 0 0 1936 0 Bryant and Detwiler Company Michigan State Highway Department 4 5 72 21.95 170 51.82 0 0 https://historicbridges.org/michigan/us24telegraphtaylorrr/little_zimg2022_20220529_152403_small.jpg https://historicbridges.org/michigan/us24telegraphtaylorrr/little_zimg2022_20220529_152403.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us24telegraphtaylorrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.254381,-83.270111
8893 M-59 Railroad Bridge Highland Road Railroad Bridge This classic 1930s railroad overpass with attractive architectural details was paired with a very utilitarian overpass when the highway was converted into a divided highway. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal deck girder, fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.641809 -83.615887 Railroad (CSX) M-59 (Highland Road) Highland Township Oakland County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1936 0 Jutton-Kelly Company of Detroit, Michigan Michigan State Highway Department 4 6 51 15.54 72.8 22.19 0 0 https://historicbridges.org/michigan/m59highland/little_zimg2022_20220601_200047_small.jpg https://historicbridges.org/michigan/m59highland/little_zimg2022_20220601_200047.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m59highland/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.641809,-83.615887
8894 Lansing Road Railroad Bridge This skewed plate girder overpass bridge was fairly utilitarian for its age. The technical description of the main or most noteworthy span of the bridge is a 52.8 ft (16.09 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.722898 -84.588344 Railroad (Canadian National) Lansing Road Lansing Ingham County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1925 0 Unknown 1 1 52.8 16.09 100.7 30.69 0 0 https://historicbridges.org/michigan/lansingrdrr/little_lansingrdrr_7922_3_4vib_small.jpg https://historicbridges.org/michigan/lansingrdrr/little_lansingrdrr_7922_3_4vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrdrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.722898,-84.588344
8895 CN Grand River Railroad Bridge This is one of several traditional railroad deck plate girder railroad bridges in Lansing. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.719246 -84.554027 Railroad (Canadian National) Grand River and Lansing River Trail Lansing Ingham County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 1 1 60 18.29 180 54.86 23 7.01 https://historicbridges.org/michigan/lansingrr2/little_zimg_20220607_175317_small.jpg https://historicbridges.org/michigan/lansingrr2/little_zimg_20220607_175317.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719246,-84.554027
8896 CN Red Cedar River Railroad Bridge West This is one of several traditional railroad deck plate girder railroad bridges in Lansing. The technical description of the main or most noteworthy span of the bridge is a 35 ft (10.67 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.719231 -84.539569 Railroad (Canadian National) Red Cedar River and Lansing River Trail Lansing Ingham County, Michigan Michigan United States Metal Deck Girder Fixed 0 4 0 0 1934 0 American Bridge Company of New York, New York 1 1 35 10.67 140 42.67 23 7.01 https://historicbridges.org/michigan/lansingrr3/little_lansingrr3_8387_8_9vib_small.jpg https://historicbridges.org/michigan/lansingrr3/little_lansingrr3_8387_8_9vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/lansingrr3/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.719231,-84.539569
8896 Lansing River Trail Culvert Technically an outfall for a drain, this culvert features ornate balustrade railings and pillars on the Grand River side like would be found on a real bridge. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel arch, fixed. The bridge was primarily built by Unknown. 42.717387 -84.558103 Lansing River Trail Storm Drain Lansing Ingham County, Michigan Michigan United States Concrete Closed Spandrel Arch Fixed 0 1 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/michigan/moorepark/little_moorepark_8075_6_7vib_small.jpg https://historicbridges.org/michigan/moorepark/little_moorepark_8075_6_7vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/moorepark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.717387,-84.558103
8897 Livernois Avenue Railroad Bridge Due to its location next to a railroad yard, this is a rather wide railroad overpass, and it is one of Detroit's most unique due to its architectural details found on no other bridges in the city. The technical description of the main or most noteworthy span of the bridge is a 47 ft (14.33 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.324133 -83.115213 Railroad (Conrail) Livernois Avenue Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 Concrete Slab Fixed 0 2 1936 0 Unknown 4 6 47 14.33 126 38.4 0 0 https://historicbridges.org/michigan/livernois/little_zimg2022_20220529_114114_small.jpg https://historicbridges.org/michigan/livernois/little_zimg2022_20220529_114114.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/livernois/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.324133,-83.115213
8898 Junction Avenue Railroad Bridges Original a unique group of five different plate girder overpasses crossing the road at different angles, now this slightly less unique group of bridges includes one modern, non-historic overpass. The technical description of the main or most noteworthy span of the bridge is a 61 ft (18.59 m) metal through girder, fixed. The bridge was primarily built by Pennsylvania Steel Company of Steelton, Pennsylvania. 42.324964 -83.106965 Railroad (Norfolk Southern and Canadian National) Junction Avenue Detroit Wayne County, Michigan Michigan United States Metal Through Girder Fixed 0 1 Metal Deck Girder 0 2 1907 0 Pennsylvania Steel Company of Steelton, Pennsylvania 3 5 61 18.59 87 26.52 0 0 https://historicbridges.org/michigan/junctiondetroit/little_junctiondetroit_4301_small.jpg https://historicbridges.org/michigan/junctiondetroit/little_junctiondetroit_4301.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/junctiondetroit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.324964,-83.106965
8899 Military Street Railroad Bridge This railroad overpass is a good representative example of a county designed bridge with some modest architectural details. The technical description of the main or most noteworthy span of the bridge is a 46 ft (14.02 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.303098 -83.250839 Railroad (Conrail) (Former Michigan Central) Military Street Dearborn Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1940 0 Unknown 2 4 46 14.02 95 28.96 0 0 https://historicbridges.org/michigan/militarydearborn/little_militarydearborn_6368_69_70vib_small.jpg https://historicbridges.org/michigan/militarydearborn/little_militarydearborn_6368_69_70vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/militarydearborn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.303098,-83.250839
8900 Inkster Road Railroad Bridge Notable as a project of Depression-era relief funds, this railroad grade separation is noted for its architectural detailing. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.290897 -83.309922 Railroad (Conrail) (Former Michigan Central) Inkster Road Inkster Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1939 0 Unknown 3 5 59.7 18.2 65 19.81 0 0 https://historicbridges.org/michigan/inksterrr/little_zimg2022_20220529_164731_small.jpg https://historicbridges.org/michigan/inksterrr/little_zimg2022_20220529_164731.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/inksterrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.290897,-83.309922
8901 US-23 and Whitmore Lake Road Railroad Bridges This railroad overpass is actually two separate bridges, one over US-23 and the other over Whitmore Lake Road. The technical description of the main or most noteworthy span of the bridge is a 76.8 ft (23.41 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.511638 -83.758782 Railroad (CSX) US-23 and Whitmore Lake Road Green Oak (Near Brighton) Livingston County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1961 0 Unknown 1 1 76.8 23.41 154 46.94 0 0 https://historicbridges.org/michigan/us23whitmorelake/little_us23whitmorelake_7760_1_2vib_small.jpg https://historicbridges.org/michigan/us23whitmorelake/little_us23whitmorelake_7760_1_2vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/us23whitmorelake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.511638,-83.758782
8902 Beech-Daly Road Railroad Bridge This riveted plate girder overpass has attractive railings. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal deck girder, fixed. The bridge was primarily built by Jutton-Kelly Company of Detroit, Michigan and American Bridge Company of New York, New York. 42.377974 -83.295176 Railroad (CSX) Beech-Daly Road Redford Township Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1954 0 Jutton-Kelly Company of Detroit, Michigan and American Bridge Company of New York, New York 2 4 68 20.73 73.8 22.49 0 0 https://historicbridges.org/michigan/beechdaly/little_zimg2022_20220601_181735_small.jpg https://historicbridges.org/michigan/beechdaly/little_zimg2022_20220601_181735.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/beechdaly/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.377974,-83.295176
8903 ! Brooklyn Avenue Pedestrian Overpass Brooklyn Avenue Walkover This pedestrian overpass is noted for retaining original R4 railing on the spiral ramp approach on the bridge's southern end. The technical description of the main or most noteworthy span of the bridge is a 111 ft (33.83 m) metal through girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.357360 -83.079129 Brooklyn Avenue (Pedestrian Walkway) I-94 (Edsel Ford Expressway) and Edsel Ford Service Drive Detroit Wayne County, Michigan Michigan United States Metal Through Girder Fixed 0 5 0 0 1955 0 Unknown Michigan State Highway Department 1 3 111 33.83 347 105.77 0 0 https://historicbridges.org/michigan/i94brooklyn/little_i94brooklyn_2258_small.jpg https://historicbridges.org/michigan/i94brooklyn/little_i94brooklyn_2258.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94brooklyn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.357360,-83.079129
8904 16th Street Railroad Bridge These two bridges are traditional representative examples of the through plate girder variety of railroad overpass in Detroit. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.349867 -83.089597 Railroad (Conrail, Canadian National, and Amtrak Wolverine Line) 16th Street Detroit Wayne County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1908 0 Unknown 1 2 42 12.8 88 26.82 0 0 https://historicbridges.org/michigan/16thrr/little_16thrr_2891_small.jpg https://historicbridges.org/michigan/16thrr/little_16thrr_2891.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/16thrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.349867,-83.089597
8905 Military Street Bridge These bridge is a traditional representative example of the riveted stringer variety of railroad overpass in Detroit. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal continuous stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.324250 -83.113836 Railroad (Conrail) Military Street Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 0 0 1908 0 Unknown 1 2 42 12.8 88 26.82 0 0 https://historicbridges.org/michigan/militarydetroit/little_militarydetroit_4166_7_8vib_small.jpg https://historicbridges.org/michigan/militarydetroit/little_militarydetroit_4166_7_8vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/militarydetroit/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.324250,-83.113836
8906 Southern Avenue Railroad Plate Girder Bridge This plate girder overpass presents an interesting contrast to the truss bridge it sits next to. The technical description of the main or most noteworthy span of the bridge is a 109 ft (33.22 m) metal continuous through girder, fixed. The bridge was primarily built by Unknown. 42.317511 -83.160614 Railroad (Ford) Southern Avenue and Railroad (Norfolk Southern) Detroit Wayne County, Michigan Michigan United States Metal Through Girder Fixed 0 Continuous 3 0 0 1924 0 Unknown 3 3 109 33.22 231 70.41 0 0 https://historicbridges.org/michigan/southerngirder/little_zimg2022_20220529_141251_small.jpg https://historicbridges.org/michigan/southerngirder/little_zimg2022_20220529_141251.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/southerngirder/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.317511,-83.160614
8907 Selden Street Pedestrian Overpass Selden Street Walkover This pedestrian overpass is included on this website because of its unusual steel hammerhead pier. The technical description of the main or most noteworthy span of the bridge is a 63 ft (19.2 m) metal deck girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.345885 -83.069285 Selden Street (Pedestrian Walkway) M-10 (John C. Lodge Expressway) Detroit Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1953 0 American Bridge Company of New York, New York 1 1 63 19.2 125 38.1 0 0 https://historicbridges.org/michigan/selden/little_selden_1979_small.jpg https://historicbridges.org/michigan/selden/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/selden/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.345885,-83.069285
8908 I-94 Railroad Bridge South Detroit Industrial Expressway Railroad Bridge South This railroad overpass bridge, one of three in this area, was built as part of one of Michigan's earliest freeways to connect the Detroit Terminal Railroad with New York Central. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.321142 -83.164900 Railroad (Abandoned CSX) I-94 (Detroit Industrial Expressway) Dearborn Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 4 0 0 1944 0 Unknown Michigan State Highway Department 1 1 67 20.42 256 78.03 0 0 https://historicbridges.org/michigan/i94rrsouth/little_i94rrsouth_4967_small.jpg https://historicbridges.org/michigan/i94rrsouth/little_i94rrsouth_4967.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94rrsouth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321142,-83.164900
8909 I-94 Railroad Bridge Middle Detroit Industrial Expressway Railroad Bridge Middle This railroad overpass bridge, one of three in this area, was built as part of one of Michigan's earliest freeways. The technical description of the main or most noteworthy span of the bridge is a 58.7 ft (17.89 m) metal deck girder, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.321964 -83.164230 Railroad (Abandoned Conrail, Former Chesapeake and Ohio) I-94 (Detroit Industrial Expressway) Dearborn Wayne County, Michigan Michigan United States Metal Deck Girder Fixed 0 4 0 0 1943 0 Unknown Michigan State Highway Department 1 1 58.7 17.89 233 71.02 0 0 https://historicbridges.org/michigan/i94rrmiddle/little_i94rrmiddle_5054_small.jpg https://historicbridges.org/michigan/i94rrmiddle/little_i94rrmiddle_5054.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94rrmiddle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.321964,-83.164230
8910 I-94 Railroad Bridge North Detroit Industrial Expressway Railroad Bridge North This railroad overpass bridge, one of three in this area, was built as part of one of Michigan's earliest freeways. The technical description of the main or most noteworthy span of the bridge is a 67 ft (20.42 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.322546 -83.163861 Railroad (CSX) I-94 (Detroit Industrial Expressway) Dearborn Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 4 0 0 1944 0 Unknown Michigan State Highway Department 1 1 67 20.42 256 78.03 0 0 https://historicbridges.org/michigan/i94rrnorth/little_y-drive-i94-rr_6713_small.jpg https://historicbridges.org/michigan/i94rrnorth/little_y-drive-i94-rr_6713.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94rrnorth/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.322546,-83.163861
8911 Hamilton Avenue Railroad Bridges John C. Lodge Service Drive Railroad Bridges This is a pair of traditional plate girder overpass bridges. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal through girder, fixed. The bridge was primarily built by Unknown. 42.363569 -83.079828 John C. Lodge Service Drive (Former Hamilton Avenue) Railroad (Conrail and Canadian National) Detroit Wayne County, Michigan Michigan United States Metal Through Girder Fixed 0 3 0 0 1906 0 Unknown 1 2 59.7 18.2 84 25.6 0 0 https://historicbridges.org/michigan/m10service/little_m10service_1631_small.jpg https://historicbridges.org/michigan/m10service/little_m10service_1631.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10service/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.363569,-83.079828
8912 Holden Avenue Railroad Bridges This is a trio of traditional concrete encased girder overpass bridges. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.362688 -83.080710 Railroad (Conrail and Canadian National) Holden Avenue Detroit Wayne County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 1916 0 Unknown 1 1 23 7.01 78.7 23.99 0 0 https://historicbridges.org/michigan/holdenrr/little_holdenrr_1628_small.jpg https://historicbridges.org/michigan/holdenrr/little_holdenrr_1628.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/holdenrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.362688,-83.080710
8913 3rd Avenue Railroad Bridges At this location there are two 1914 concrete encased steel stringer bridges of four spans each, plus a (now abandoned) single span 1947 through plate girder span stuck in the middle. The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.365458 -83.077297 Railroad (Conrail and Canadian National) 3rd Avenue Detroit Wayne County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 4 0 0 1914 0 Unknown 1 1 23 7.01 72.8 22.19 0 0 https://historicbridges.org/michigan/3rdrr/little_3rdrr_1715_small.jpg https://historicbridges.org/michigan/3rdrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/3rdrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.365458,-83.077297
8914 M-10 Railroad Bridges This is a representative example of a pair of riveted steel railroad overpasses on an mid 20th century Michigan expressway. The technical description of the main or most noteworthy span of the bridge is a 72 ft (21.95 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.364069 -83.079565 Railroad (Conrail and Canadian National) M-10 (John C. Lodge Expressway) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1949 0 Unknown 1 1 72 21.95 143 43.59 0 0 https://historicbridges.org/michigan/m10lodgerr/little_zimg2022_20220529_075256_small.jpg https://historicbridges.org/michigan/m10lodgerr/little_zimg2022_20220529_075256.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/m10lodgerr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.364069,-83.079565
8915 I-94 14th Street Railroad Bridges This is a representative example of a pair of riveted steel railroad overpasses on an mid 20th century Michigan expressway. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.354019 -83.087133 Railroad (Conrail and Canadian National) I-94 (Edsel Ford Expressway) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1955 0 Unknown 1 1 87 26.52 174 53.04 0 0 https://historicbridges.org/michigan/i94_14thrr/little_i94_14thrr_6788_small.jpg https://historicbridges.org/michigan/i94_14thrr/little_i94_14thrr_6788.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94_14thrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.354019,-83.087133
8916 I-94 Conner Street Railroad Bridges This is a representative example of a pair of riveted steel railroad overpasses on an mid 20th century Michigan expressway. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.393665 -82.991880 Railroad (Conrail) I-94 (Edsel Ford Expressway) Detroit Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1959 0 Unknown 1 1 65 19.81 127 38.71 0 0 https://historicbridges.org/michigan/i94connerrr/little_i94connerrr_6899_small.jpg https://historicbridges.org/michigan/i94connerrr/little_i94connerrr_6899.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94connerrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.393665,-82.991880
8917 I-94 Schaefer Road Railroad Bridge This railroad overpass bridge was built as part of one of Michigan's earliest freeways. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.306026 -83.177769 Railroad (Conrail) I-94 (Detroit Industrial Expressway) Dearborn Wayne County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 2 0 0 1945 0 Unknown 1 1 68 20.73 135.8 41.39 0 0 https://historicbridges.org/michigan/i94shaeferrr/little_i94shaeferrr_6653_small.jpg https://historicbridges.org/michigan/i94shaeferrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94shaeferrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.306026,-83.177769
8918 Chicken Creek Bridge Bypassed and preserved for pedestrian use only, this is a rare example of a stone arch bridge in a part of the country where they are not common. The technical description of the main or most noteworthy span of the bridge is a 14.5 ft (4.42 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Benjamin Franklin Metsker and Ike Babb. 38.852465 -95.344066 East 850 Road Burton's Branch Chicken Creek Rural Douglas County, Kansas Kansas United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1913 1999 Benjamin Franklin Metsker and Ike Babb 7 7 14.5 4.42 42 12.8 15.3 4.66 https://historicbridges.org/kansas/chickencreek/little_06-06-2022_034_small.jpg https://historicbridges.org/kansas/chickencreek/little_06-06-2022_034.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=kansas/chickencreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.852465,-95.344066
8919 Milford Suspension Bridge Swing Bridge This highly ornate suspension footbridge is one of only two known surviving suspension footbridges in the country built by the famous Berlin Iron Bridge Company. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Berlin Iron Bridge Company of East Berlin, Connecticut. 42.836552 -71.645656 Bridge Street (Pedestrian Walkway) Souhegan River Milford Hillsborough County, New Hampshire New Hampshire United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1889 0 Berlin Iron Bridge Company of East Berlin, Connecticut 9 9 200 60.96 200 60.96 0 0 https://historicbridges.org/newhampshire/milford/little_fullbridgeviewfromsouthwest0118_small.jpg https://historicbridges.org/newhampshire/milford/little_fullbridgeviewfromsouthwest0118.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newhampshire/milford/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.836552,-71.645656
8920 Wells Bridge With ornate portal bracing and built-up fishbelly floorbeams, this is a notable and likely quite old example of a Pratt truss bridge, and it has been bypassed and left in place for pedestrians.. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.366653 -75.245379 Bridge Street (CR-44) (Old Alignment) Susquehanna River Wells Bridge (Rural) Otsego County, New York and Delaware County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 9 2 0 0 1886 0 King Bridge Company of Cleveland, Ohio 8 8 125 38.1 250 76.2 0 0 https://historicbridges.org/newyork/wellsbridge/little_southportal0032_small.jpg https://historicbridges.org/newyork/wellsbridge/little_southportal0032.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/wellsbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.366653,-75.245379
8921 Coons Crossing Bridge Delmar Road Bridge This bridge appears to be the work of the York Bridge Company based on its railing and other truss details. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by York Bridge Company of York, Pennsylvania. 41.979474 -78.227987 Delmar Road (TR-437) (Coons Crossing Road) Oswayo Creek Rural McKean County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1908 1962 York Bridge Company of York, Pennsylvania 7 7 87 26.52 89 27.13 13.8 4.21 https://historicbridges.org/pennsylvania/cooncrossing/little_coonsx-ing23_small.jpg https://historicbridges.org/pennsylvania/cooncrossing/little_coonsx-ing23.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/cooncrossing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.979474,-78.227987
8922 Barrett Hill Road Bridge County Bridge Number 35 This arch has paneled railings and a hump-like design and resembles unusual concrete arch bridges which also exist in York County although it is unclear if this is just a coincidence.  The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by A. J. Macafee. 41.785307 -76.763861 Barrett Hill Road (TR-532) Sugar Creek Troy Bradford County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1921 0 A. J. Macafee 5 5 90 27.43 90 27.43 16.4 5 https://historicbridges.org/pennsylvania/sugarcreekbridge/little_pointyarch14_small.jpg https://historicbridges.org/pennsylvania/sugarcreekbridge/little_pointyarch14.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/sugarcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.785307,-76.763861
8923 Iron Trail Bridge East Rock Park Footbridge This bridge is a very rare example of a load-bearing lattice girder bridge in the United States, and it is also has a long span length for its type. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 41.332970 -72.909163 Iron Trail Mill River New Haven New Haven County, Connecticut Connecticut United States Metal Lattice Through Girder Fixed 0 1 0 0 0 0 Unknown 8 8 80 24.38 80 24.38 0 0 https://historicbridges.org/connecticut/newhavenfoot/little_dsc_2676_small.jpg https://historicbridges.org/connecticut/newhavenfoot/little_dsc_2676.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/newhavenfoot/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.332970,-72.909163
8925 ! Weidrick Road Bridge This is a good example of a fairly old welded truss bridge from the mid 20th century. The technical description of the main or most noteworthy span of the bridge is a 98 ft (29.87 m) metal welded Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.100731 -77.938917 Weidrick Road Genesee River Rural Allegany County, New York New York United States Metal Polygonal Warren Welded Pony Truss Fixed 6 1 0 0 1953 1995 Unknown 3 6 98 29.87 103 31.39 16 4.88 https://historicbridges.org/newyork/weidrickroad/little_weidrickrd41_small.jpg https://historicbridges.org/newyork/weidrickroad/little_weidrickrd41.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/weidrickroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.100731,-77.938917
8927 Boonton Spur Railroad Bridge Boonton Ironworks Railroad Bridge This abandoned railroad bridge has what appear to be very old truss spans, plus a plate girder built by the Elmira Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Double-Intersection Warren deck truss, fixed. The bridge was primarily built by Elmira Bridge Company of Elmira, New York. 40.903065 -74.413365 Railroad (Delaware, Lackawanna and Western) Rockaway River Boonton Morris County, New Jersey New Jersey United States Metal Double-Intersection Warren Rivet-Connected Deck Truss Fixed 8 2 Metal Deck Girder Fixed 0 1 0 1900 Elmira Bridge Company of Elmira, New York 7 8 0 0 0 0 0 0 https://historicbridges.org/newjersey/gracelordpark/little_gracelordpark11_small.jpg https://historicbridges.org/newjersey/gracelordpark/little_gracelordpark11.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/gracelordpark/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.903065,-74.413365
8928 Boonton Railroad Bridge An example of how railroads were ingenious when it came to making the most of what they had, this older 1880s Double-Warren truss was widened (likely in the early 20th century) with heavier Warren trusses. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Unknown. 40.902807 -74.409878 Railroad (New Jersey Transit Boonton Line) Rockaway River Boonton Morris County, New Jersey New Jersey United States Metal Warren Rivet-Connected Deck Truss Fixed 8 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newjersey/boontonrr2/little_triple-decker4_small.jpg https://historicbridges.org/newjersey/boontonrr2/little_triple-decker4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/boontonrr2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.902807,-74.409878
8929 Boonton Main Street Bridge This unusual through plate girder overpass bridge is noted for its sidewalks with unusual concrete railing, its cambered deck, and partial concrete encasement. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal through girder, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 40.903299 -74.408053 Main Street (CR-511) Railroad (New Jersey Transit Boonton Line) Boonton Morris County, New Jersey New Jersey United States Metal Through Girder Fixed 0 1 0 0 1927 0 American Bridge Company of New York, New York 4 6 65 19.81 71 21.64 34 10.36 https://historicbridges.org/newjersey/boontonstation/little_boontonsta22_small.jpg https://historicbridges.org/newjersey/boontonstation/little_boontonsta22.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newjersey/boontonstation/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.903299,-74.408053
8930 East Rock Road Bridge This uncommon small-scale steel arch bridge located in a park setting was heavily rehabilitated. The technical description of the main or most noteworthy span of the bridge is a 84.3 ft (25.69 m) metal Solid Ribbed deck arch, fixed. The bridge was primarily built by Unknown. 41.330404 -72.909010 East Rock Road Mill River New Haven New Haven County, Connecticut Connecticut United States Metal Solid Ribbed Deck Arch Fixed 0 1 0 0 0 2013 Unknown 6 6 84.3 25.69 85 25.91 20 6.1 https://historicbridges.org/connecticut/eastrockroad/little_ct-70m-6_small.jpg https://historicbridges.org/connecticut/eastrockroad/little_ct-70m-6.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=connecticut/eastrockroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.330404,-72.909010
8931 Butler Bridge Lester Bridge This unique bridge, an unusual example of a tiny bridge designed by a famous engineer, has stone posts allowing for the bridge to bear at the level of the top chord, and a bottom chord that runs up to the top chord. The technical description of the main or most noteworthy span of the bridge is a 87.7 ft (26.73 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Morison, Field and Company of Buffalo and New York, New York . The bridge was primarily designed by George Shattuck Morison. 42.286967 -73.332400 Butler Road (Formerly North Glendale Road) Housatonic River Stockbridge Berkshire County, Massachusetts Massachusetts United States Metal Pratt Pin-Connected Pony Truss Fixed 7 1 0 0 1882 0 Morison, Field and Company of Buffalo and New York, New York George Shattuck Morison 9 9 87.7 26.73 92 28.04 15.4 4.69 https://historicbridges.org/massachusetts/butlerbridge/main_small.jpg https://historicbridges.org/massachusetts/butlerbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=massachusetts/butlerbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.286967,-73.332400
8932 Scenic Drive Bridge This is a rare example of a historic timber pony truss highway bridge and is significant as a product of the Civilian Conservation Corps. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) wood Parker pony truss, fixed. The bridge was primarily built by Civilian Conservation Corps. 38.567444 -77.364405 Scenic Drive South Branch Quantico Creek Rural Prince William County, Virginia Virginia United States Wood Parker Pony Truss Fixed 5 1 0 0 1940 2012 Civilian Conservation Corps 6 6 57 17.37 60 18.29 19.7 6 https://historicbridges.org/virginia/timbertruss/little_timbertruss10_small.jpg https://historicbridges.org/virginia/timbertruss/little_timbertruss10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/timbertruss/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.567444,-77.364405
8933 Fleetwood Drive Bridge This abandoned pony truss bridge was built by the Walker Brothers, a mysterious company that either used or copied Groton Bridge Company of Groton, New York.. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Walker Brothers of Charles Town, West Virginia. 38.616049 -77.554505 Fleetwood Drive (VA-611) (Abandoned Alignment) Cedar Run Rural Prince William County, Virginia Virginia United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 0 0 Walker Brothers of Charles Town, West Virginia 7 7 87 26.52 89.5 27.28 11 3.35 https://historicbridges.org/virginia/fleetwoodrd/little_fleetwoodrd9_small.jpg https://historicbridges.org/virginia/fleetwoodrd/little_fleetwoodrd9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/fleetwoodrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.616049,-77.554505
8934 Neabsco Creek Railroad Bridge This unusual trestle-like bridge is supported by steel bents instead of timber bents, yet the steel is arranged like timber bents, rather than the more common tower design usually seen with steel. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 38.600318 -77.256707 Railroad (CSX) Neabsco Creek Rural Prince William County, Virginia Virginia United States Metal Deck Girder Fixed 0 1 0 0 0 0 Unknown 4 4 0 0 0 0 0 0 https://historicbridges.org/virginia/neabscocreeksteeltrestle/little_steeltrestle24_small.jpg https://historicbridges.org/virginia/neabscocreeksteeltrestle/little_steeltrestle24.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/neabscocreeksteeltrestle/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.600318,-77.256707
8936 ! Stone Mill Road Bridge Dundee Gorge Bridge This bridge is long abandoned and collapsing and almost completely buried in overgrowth. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 42.498068 -76.957933 Stone Mill Road Big Stream Rural Yates County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 4 1 0 0 0 0 Groton Bridge Company of Groton, New York 6 6 0 0 0 0 0 0 https://historicbridges.org/newyork/dundeegorge/little_dundeegorge1_small.jpg https://historicbridges.org/newyork/dundeegorge/little_dundeegorge1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/dundeegorge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.498068,-76.957933
8937 Hopeton Mills Bridge Keuka Lake Outlet Bridge This bridge, abandoned and at risk for collapse, has unusual details and has been closed so long there is no evidence of whatever road it served leading up to it. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 42.672425 -76.969701 Abandoned Road Keuka Lake Outlet Rural Yates County, New York New York United States Metal Pratt Pin-Connected Half-Hip Pony Truss Fixed 4 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/newyork/keukalakeoutlet/little_keukalakeoutlet7_small.jpg https://historicbridges.org/newyork/keukalakeoutlet/little_keukalakeoutlet7.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/keukalakeoutlet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.672425,-76.969701
8938 NY-7 Bridge This bridge with its extreme skew has a main truss span plus a single girder line on only one side of the bridge at each end, to accommodate the skew. The technical description of the main or most noteworthy span of the bridge is a 90 ft (27.43 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 42.322425 -75.327200 NY-7 (Main Street) Railroad (Delaware and Hudson) Unadilla Otsego County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 Metal Through Girder 0 3 1933 2002 Unknown 7 7 90 27.43 332 101.19 29.5 8.99 https://historicbridges.org/newyork/ny7overpass/little_ny7overpass025_small.jpg https://historicbridges.org/newyork/ny7overpass/little_ny7overpass025.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/ny7overpass/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.322425,-75.327200
8939 ! Middleton Bridge This is an outstanding example of bridge built by one of the most prominent bridge builders in the state. The technical description of the main or most noteworthy span of the bridge is a 87 ft (26.52 m) metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Groton Bridge Company of Groton, New York. 43.609654 -73.737434 CR-10 to River Road (Unnamed Crossing) Schroon River Rural Warren County, New York New York United States Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 6 1 0 0 1896 1969 Groton Bridge Company of Groton, New York 6 7 87 26.52 89 27.13 12.5 3.81 https://historicbridges.org/newyork/schroonriver/little_schroon189621_small.jpg https://historicbridges.org/newyork/schroonriver/little_schroon189621.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/schroonriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.609654,-73.737434
8940 Woodbridge Railroad Bridge Richmond, Fredericksburg, and Potomac Railroad Bridge This railroad bridge, reportedly designed and built by famous firms, features two Parker truss spans of attractive proportions and built-up member details with lattice. The technical description of the main or most noteworthy span of the bridge is a 255 ft (77.72 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Gustav Lindenthal. 38.667367 -77.240374 Railroad (CSX and Amtrak) Occoquan River Woodbridge Prince William County, Virginia and Fairfax County, Virginia Virginia United States Metal Parker Rivet-Connected Through Truss Fixed 7 2 Metal Deck Girder 0 6 1915 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Gustav Lindenthal 7 7 255 77.72 920 280.42 0 0 https://historicbridges.org/virginia/occoquanriverrfprailroad/little_marc-occoquanrvr53_small.jpg https://historicbridges.org/virginia/occoquanriverrfprailroad/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=virginia/occoquanriverrfprailroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=38.667367,-77.240374
8941 Cooper Street Bridge While altered significantly by widening with beams, this is one of the few remaining bridges of historic age surviving in Jackson. The technical description of the main or most noteworthy span of the bridge is a 36.7 ft (11.19 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.247289 -84.400457 Cooper Street (M-50, BL-94, and US-127 Business) Grand River Jackson Jackson County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 2 0 0 1915 1967 Unknown 2 6 36.7 11.19 73.8 22.49 51.8 15.79 https://historicbridges.org/michigan/jacksoncooper/little_jasonholloway-20220628_181350_small.jpg https://historicbridges.org/michigan/jacksoncooper/little_jasonholloway-20220628_181350.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/jacksoncooper/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.247289,-84.400457
8942 Kalamazoo Railroad Bridge This deck plate girder bridge is noted for its older portion, which consists of stone abutments, and has later been widened with concrete and additional riveted girders. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) metal deck girder, fixed. The bridge was primarily built by Unknown. 42.295850 -85.572850 Railroad (Amtrak) Kalamazoo River Kalamazoo Kalamazoo County, Michigan Michigan United States Metal Deck Girder Fixed 0 4 0 0 0 0 Unknown 3 5 65 19.81 325 99.06 26 7.92 https://historicbridges.org/michigan/kzoorr/little_jasonholloway-20220617_181939_small.jpg https://historicbridges.org/michigan/kzoorr/little_jasonholloway-20220617_181939.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/kzoorr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.295850,-85.572850
8943 Parchment Railroad Bridge This simple steel stringer bridge on timber bents is a remnant of this abandoned railroad line and the paper mill complex that gave Parchment its name. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.320536 -85.573789 Railroad (Abandoned Norfolk Southern) Kalamazoo River Parchment Kalamazoo County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 0 0 0 0 0 Unknown 1 5 0 0 0 0 0 0 https://historicbridges.org/michigan/parchmentrr/main_small.jpg https://historicbridges.org/michigan/parchmentrr/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/parchmentrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.320536,-85.573789
8944 ! Caverns Road Bridge Schoharie County Bridge 7 This polygonal Warren pony truss bridge has attractive proportions and built-up beams with lacing. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 42.688674 -74.405490 Caverns Road (CR-9) Cobleskill Creek Rural Schoharie County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 1928 0 American Bridge Company of New York, New York 6 6 95 28.96 99 30.18 20 6.1 https://historicbridges.org/newyork/cavernsroad/little_bramanville17_small.jpg https://historicbridges.org/newyork/cavernsroad/little_bramanville17.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/cavernsroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.688674,-74.405490
8945 Harvey Bridge This single span riveted truss bridge has approach spans that appear to be replacements, suggesting this may have been originally a multi-span truss bridge. The technical description of the main or most noteworthy span of the bridge is a 85 ft (25.91 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 43.354730 -74.998589 Harvey Bridge Road West Canada Creek Rural Herkimer County, New York New York United States Metal Warren Rivet-Connected Pony Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 2 1895 0 Unknown 6 7 85 25.91 248 75.59 16 4.88 https://historicbridges.org/newyork/harveysbridge/little_harveysbridge4_small.jpg https://historicbridges.org/newyork/harveysbridge/little_harveysbridge4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/harveysbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.354730,-74.998589
8946 Michigan Avenue Bridge This unusual skewed lift bridge has a colorful history which has resulted in a 1960 superstructure sitting on a 1930 substructure. The technical description of the main or most noteworthy span of the bridge is a 236 ft (71.93 m) metal rivet-connected Pratt through truss, movable: vertical lift, Span Drive. The bridge was primarily built by Ernst Steel Corporation of Cheektowaga, New York. The bridge was primarily designed by McFarland-Johnson, Inc. of Binghamton, New York. 42.871609 -78.872818 Michigan Avenue Buffalo River Buffalo Erie County, New York New York United States Metal Pratt Rivet-Connected Through Truss Movable: Vertical Lift Span Drive 10 1 0 0 1960 1996 Ernst Steel Corporation of Cheektowaga, New York McFarland-Johnson, Inc. of Binghamton, New York 6 7 236 71.93 246 74.98 38 11.58 https://historicbridges.org/newyork/michavenys/little_michave4_small.jpg https://historicbridges.org/newyork/michavenys/little_michave4.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/michavenys/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.871609,-78.872818
8947 Commerce Street Railroad Bridge This classic plate girder is noted as a documented work by the famous King Bridge Company, and it has one larger span over the creek and two smaller spans over the street. The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 42.591559 -83.601561 Railroad (CSX) (Former Pere Marquette) Commerce Street and Pettibone Creek Milford Oakland County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 1907 0 King Bridge Company of Cleveland, Ohio 3 5 50 15.24 112 34.14 0 0 https://historicbridges.org/michigan/milfordcommerce/little_milfordcommercezimg_20220703_090400_small.jpg https://historicbridges.org/michigan/milfordcommerce/little_milfordcommercezimg_20220703_090400.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milfordcommerce/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.591559,-83.601561
8948 Main Street Railroad Bridge Main Street was a dirt road when this traditional plate girder overpass bridge was built! The technical description of the main or most noteworthy span of the bridge is a 50 ft (15.24 m) metal deck girder, fixed. The bridge was primarily built by Lackawanna Bridge Company of Buffalo, New York. 42.588312 -83.600340 Railroad (CSX) (Former Pere Marquette) Main Street Milford Oakland County, Michigan Michigan United States Metal Deck Girder Fixed 0 2 0 0 1902 0 Lackawanna Bridge Company of Buffalo, New York 3 4 50 15.24 110 33.53 0 0 https://historicbridges.org/michigan/milfordmain/little_milfordmainzimg_20220703_091646_small.jpg https://historicbridges.org/michigan/milfordmain/little_milfordmainzimg_20220703_091646.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milfordmain/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.588312,-83.600340
8949 Milford Huron River Railroad Bridge Largely unaltered, in good condition, and with a dated keystone, this handsome stone arch bridge is one of the most significant historic bridges surviving in Oakland County today.  The technical description of the main or most noteworthy span of the bridge is a 30 ft (9.14 m) stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.587085 -83.599867 Railroad (CSX) (Former Pere Marquette) Huron River Milford Oakland County, Michigan Michigan United States Stone Semicircular Deck Arch Fixed 0 1 0 0 1888 0 Unknown 5 8 30 9.14 30 9.14 0 0 https://historicbridges.org/michigan/milfordstone/little_milfordstonezimg_20220703_092125_small.jpg https://historicbridges.org/michigan/milfordstone/little_milfordstonezimg_20220703_092125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/milfordstone/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.587085,-83.599867
8950 Cesar E. Chavez Avenue Railroad Bridge Oakland Avenue Railroad Bridge This railroad overpass is unusual because it features a cantilevered deck, which is unusual for railroad bridges. The technical description of the main or most noteworthy span of the bridge is a 64 ft (19.51 m) metal (concrete encased) stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.661661 -83.323236 Railroad (Canadian National) Cesar E. Chavez Avenue (Former Oakland Avenue) (US-24 Business) Pontiac Oakland County, Michigan Michigan United States Metal (Concrete Encased) Stringer (Multi-Beam) Fixed 0 3 0 0 1927 0 Unknown 2 4 64 19.51 124 37.8 0 0 https://historicbridges.org/michigan/pontiac2/little_pontiac2zimg_20220703_101222_small.jpg https://historicbridges.org/michigan/pontiac2/little_pontiac2zimg_20220703_101222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pontiac2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.661661,-83.323236
8950 Telegraph Road Railroad Bridge US-24 Railroad Bridge This bridge has sidewalk span details that differ from other railroad overpasses in the greater metro Detroit area. The technical description of the main or most noteworthy span of the bridge is a 42 ft (12.8 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.664141 -83.332823 Railroad (Canadian National) Telegraph Road (US-24) Pontiac and Waterford Township Oakland County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 Concrete Slab Fixed 0 2 1928 0 Unknown 2 4 42 12.8 64 19.51 0 0 https://historicbridges.org/michigan/pontiac1/little_pontiac1_9125_small.jpg https://historicbridges.org/michigan/pontiac1/little_pontiac1_9125.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/pontiac1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.664141,-83.332823
8951 Scale Drive Bridge This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 15 ft (4.57 m) concrete arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Michigan State Highway Department. 42.665788 -84.123859 Scale Drive Handy No. 5 Drain Rural Livingston County, Michigan Michigan United States Concrete Arch Fixed 0 1 0 0 0 0 Unknown Michigan State Highway Department 1 3 15 4.57 20 6.1 30 9.14 https://historicbridges.org/michigan/scaledrive/little_scaledrivezimg_20220703_081350_small.jpg https://historicbridges.org/michigan/scaledrive/little_scaledrivezimg_20220703_081350.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/scaledrive/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.665788,-84.123859
8953 Rose Steet Footbridge This is a simple riveted pedestrian pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 37.324488 -81.309804 Pedestrian Walkway Bluestone River Bramwell Mercer County, West Virginia West Virginia United States Metal Warren Rivet-Connected Pony Truss Fixed 0 1 0 0 0 0 Unknown 5 5 0 0 0 0 0 0 https://historicbridges.org/wvirginia/kate2/little_marc-oldpedtruss1_small.jpg https://historicbridges.org/wvirginia/kate2/little_marc-oldpedtruss1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=wvirginia/kate2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.324488,-81.309804
8954 Caruthersville Bridge Despite its young age, this bridge is featured on HistoricBridges.org due to its regional importance as the only crossing over the river between Cairo and Memphis. The technical description of the main or most noteworthy span of the bridge is a 920 ft (280.42 m) metal continuous bolt-connected Warren through truss, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Sverdrup and Parcel of St. Louis, Missouri. 36.114767 -89.612884 I-155 and US-412 Mississippi River Rural Pemiscot County, Missouri and Dyer County, Tennessee Missouri and Tennessee United States Metal Warren Bolt-Connected Through Truss Fixed 0 Continuous 2 Pre-Stressed Concrete Stringer (Multi-Beam) Fixed 0 57 1976 0 Bethlehem Steel Company of Bethlehem, Pennsylvania Sverdrup and Parcel of St. Louis, Missouri 1 6 920 280.42 7102.4 2164.81 78 23.77 https://historicbridges.org/missouri/caruthersville/little_caruthersville_dyercountytn_8975_small.jpg https://historicbridges.org/missouri/caruthersville/little_caruthersville_dyercountytn_8975.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/caruthersville/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.114767,-89.612884
8955 Hargrove Bridge One of the only surviving examples of Miller and Borcherding's unusual truss design, this bridge is even more unique because these trusses were used in a swing bridge. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal rivet-connected Miller and Borcherding through truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Miller and Borcherding Bridge Builders of St. Louis, Missouri. 36.646916 -90.300526 CR-658 Black River Rural Butler County, Missouri Missouri United States Metal Miller and Borcherding Rivet-Connected Through Truss Movable: Swing Center Bearing Center Pier 6 1 Metal Stringer (Multi-Beam) Fixed 0 5 1917 2000 Miller and Borcherding Bridge Builders of St. Louis, Missouri 8 9 100 30.48 220 67.06 16.1 4.91 https://historicbridges.org/missouri/hargrove_butlercountymo/little_hargrove_butlercountymo_8754_small.jpg https://historicbridges.org/missouri/hargrove_butlercountymo/little_hargrove_butlercountymo_8754.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hargrove_butlercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.646916,-90.300526
8956 Lenox Bridge Boothspoint Road Bridge This rare example of a small-scale truss swing bridge was relocated and preserved for pedestrian use. The technical description of the main or most noteworthy span of the bridge is a 165 ft (50.29 m) metal pin-connected Pratt pony truss, movable: swing, Center Bearing Center Pier. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 36.101501 -89.442285 Pedestrian Walkway Lewis Creek Tributary Lake Dyersburg Dyer County, Tennessee Tennessee United States Metal Pratt Pin-Connected Pony Truss Movable: Swing Center Bearing Center Pier 0 1 0 0 1917 1988 Vincennes Bridge Company of Vincennes, Indiana 7 9 165 50.29 165 50.29 14 4.27 https://historicbridges.org/tennessee/lenox_dyercountytn/little_lenox_dyercountytn_9067_small.jpg https://historicbridges.org/tennessee/lenox_dyercountytn/little_lenox_dyercountytn_9067.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/lenox_dyercountytn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.101501,-89.442285
8957 TN-104 Bridge This is a good example of a state design truss bridge with t-beam approaches, with adjustments to the portal bracing clearance being the only major alteration. The technical description of the main or most noteworthy span of the bridge is a 101 ft (30.78 m) metal rivet-connected Pratt through truss, fixed. The bridge was primarily built by Virginia Bridge Company of Roanoke, Virginia. The bridge was primarily designed by Tennessee State Highway Department. 36.049008 -89.557215 TN-104 Obion River Rural Dyer County, Tennessee Tennessee United States Metal Pratt Rivet-Connected Through Truss Fixed 5 1 Concrete T-Beam Fixed 0 12 1948 1993 Virginia Bridge Company of Roanoke, Virginia Tennessee State Highway Department 5 6 101 30.78 551 167.94 24 7.32 https://historicbridges.org/tennessee/obionriver_dyercountytn/little_obionriver_dyercountytn_9043_small.jpg https://historicbridges.org/tennessee/obionriver_dyercountytn/little_obionriver_dyercountytn_9043.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=tennessee/obionriver_dyercountytn/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.049008,-89.557215
8959 Knotts Bridge This abandoned and deteriorated bridge is noted for its Camelback truss configuration and its lacing on the top chord instead of cover plate. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) metal pin-connected Camelback through truss, fixed. The bridge was primarily built by Vincennes Bridge Company of Vincennes, Indiana. 36.611185 -89.463085 CR-732 St. Johns Bayou Rural Missouri United States Metal Camelback Pin-Connected Through Truss Fixed 8 1 0 0 1917 1980 Vincennes Bridge Company of Vincennes, Indiana 7 9 140 42.67 144 43.89 14 4.27 https://historicbridges.org/missouri/knotts_newmadridcountymo/little_knotts_newmadridcountymo_8029_small.jpg https://historicbridges.org/missouri/knotts_newmadridcountymo/little_knotts_newmadridcountymo_8029.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/knotts_newmadridcountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.611185,-89.463085
8960 Gipsy Bridge Old Zalma Bridge This abandoned truss bridge, relocated long ago, is also part of an unusual setting where one historic truss bridge was replaced with another historic truss bridge. The technical description of the main or most noteworthy span of the bridge is a 117 ft (35.66 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Stupp Brothers Bridge and Iron Company of St. Louis, Missouri. 37.154298 -90.184906 CR-736 (Abandoned Alignment) Lick Log Creek Rural Bollinger County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 7 1 0 0 1900 1936 Stupp Brothers Bridge and Iron Company of St. Louis, Missouri 7 7 117 35.66 117 35.66 11.8 3.6 https://historicbridges.org/missouri/licklogcreek_sbollingercountymo2/little_licklogcreek_sbollingercountymo_8423_small.jpg https://historicbridges.org/missouri/licklogcreek_sbollingercountymo2/little_licklogcreek_sbollingercountymo_8423.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/licklogcreek_sbollingercountymo2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.154298,-90.184906
8961 CR-736 Bridge This truss bridge is part of an unusual setting where one historic truss bridge was replaced with another historic truss bridge. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Missouri State Highway Commission. 37.153932 -90.185100 CR-736 Lick Log Creek Rural Bollinger County, Missouri Missouri United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1922 1995 Unknown Missouri State Highway Commission 5 6 60 18.29 62 18.9 19.4 5.91 https://historicbridges.org/missouri/licklogcreek_sbollingercountymo/little_licklogcreek_sbollingercountymo_8354_small.jpg https://historicbridges.org/missouri/licklogcreek_sbollingercountymo/little_licklogcreek_sbollingercountymo_8354.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/licklogcreek_sbollingercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.153932,-90.185100
8962 Kaskaskia Street Bridge Riley Lake Road Bridge The unique portal bracing on this bridge suggests this is the work of the famous King Bridge Company. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 37.982247 -89.922170 Kaskaskia Street (Riley Lake Road) (Abandoned Alignment) Riley Creek Rural Randolph County, Illinois Illinois United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1893 0 King Bridge Company of Cleveland, Ohio 7 7 0 0 0 0 0 0 https://historicbridges.org/illinois/rileylake/little_rileylake_9210_small.jpg https://historicbridges.org/illinois/rileylake/little_rileylake_9210.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rileylake/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.982247,-89.922170
8963 Rock Bridge This stone arch bridge is abandoned and extremely deteriorated. The technical description of the main or most noteworthy span of the bridge is a 13 ft (3.96 m) stone and brick deck arch, fixed. The bridge was primarily built by Unknown. 37.898331 -89.822128 Rock Bridge Road (Abandoned Alignment) Tributary to Mississippi River Chester Randolph County, Illinois Illinois United States Stone and Brick Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 5 13 3.96 0 0 0 0 https://historicbridges.org/illinois/rock_chesterilrandolphcounty/little_rock_chesterilrandolphcounty_9173_small.jpg https://historicbridges.org/illinois/rock_chesterilrandolphcounty/little_rock_chesterilrandolphcounty_9173.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=illinois/rock_chesterilrandolphcounty/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.898331,-89.822128
8964 CR-714 Bridge This is one of only a couple surviving trusses built by Miller and Borcherding that feature the company's unique truss configuration. The technical description of the main or most noteworthy span of the bridge is a 39 ft (11.89 m) metal rivet-connected Miller and Borcherding pony truss, fixed. The bridge was primarily built by Miller and Borcherding Bridge Builders of St. Louis, Missouri. 37.085790 -90.099986 CR-714 Slagle Creek Rural Bollinger County, Missouri Missouri United States Metal Miller and Borcherding Rivet-Connected Pony Truss Fixed 3 1 0 0 1925 0 Miller and Borcherding Bridge Builders of St. Louis, Missouri 7 7 39 11.89 40 12.19 12 3.66 https://historicbridges.org/missouri/slaglecreek_bollingercountymo/little_slaglecreek_bollingercountymo_8337_small.jpg https://historicbridges.org/missouri/slaglecreek_bollingercountymo/little_slaglecreek_bollingercountymo_8337.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/slaglecreek_bollingercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.085790,-90.099986
8965 Hendrickson Bridge Today bypassed and abandoned, this bridge with its highly unusual skew design was originally a three span truss, until one span was hit by a truck and collapsed in 1965. The technical description of the main or most noteworthy span of the bridge is a 202 ft (61.57 m) metal rivet-connected Parker through truss, fixed. The bridge was primarily built by Service Construction Company of Poplar Bluff, Missouri. 36.904657 -90.479742 US-67 (Abandoned Alignment) Black River Hendrickson Butler County, Missouri Missouri United States Metal Parker Rivet-Connected Through Truss Fixed 11 2 Metal Stringer (Multi-Beam) Fixed 0 4 1934 0 Service Construction Company of Poplar Bluff, Missouri 6 8 202 61.57 525.8 160.26 22 6.71 https://historicbridges.org/missouri/hendrickson_butlercountymo/little_hendrickson_butlercountymo_8630_small.jpg https://historicbridges.org/missouri/hendrickson_butlercountymo/little_hendrickson_butlercountymo_8630.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/hendrickson_butlercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.904657,-90.479742
8966 Sedgewickville Bridge This is a rare surviving example of a highway plate girder bridge in Missouri. The technical description of the main or most noteworthy span of the bridge is a 103.4 ft (31.52 m) metal through girder, fixed. The bridge was primarily built by Kelly and Underwood of Granby, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 37.534685 -89.917036 MO-K Whitewater River Rural Bollinger County, Missouri Missouri United States Metal Through Girder Fixed 0 3 Metal Stringer (Multi-Beam) Fixed 0 1 1936 0 Kelly and Underwood of Granby, Missouri Missouri State Highway Commission 5 6 103.4 31.52 356 108.51 22 6.71 https://historicbridges.org/missouri/sedgewickville_bollingercountymo/little_sedgewickville_bollingercountymo_8160_small.jpg https://historicbridges.org/missouri/sedgewickville_bollingercountymo/little_sedgewickville_bollingercountymo_8160.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/sedgewickville_bollingercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.534685,-89.917036
8967 Whitewater Bridge This is a late example of a polygonal Warren pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120.4 ft (36.7 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Universal Bridge Company. The bridge was primarily designed by Missouri State Highway Commission. 37.232650 -89.802008 MO-A (Carrie Street) Whitewater River Whitewater Cape Girardeau County, Missouri Missouri United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 12 1 Metal Stringer (Multi-Beam) Fixed 0 2 1954 0 Universal Bridge Company Missouri State Highway Commission 4 5 120.4 36.7 221 67.36 22 6.71 https://historicbridges.org/missouri/whitewater_capegirardeaucountymo/little_whitewater_capegirardeaucountymo_8110_small.jpg https://historicbridges.org/missouri/whitewater_capegirardeaucountymo/little_whitewater_capegirardeaucountymo_8110.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/whitewater_capegirardeaucountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.232650,-89.802008
8968 4 Mile Level Road Bridge This traditional state standard pony truss bridge is located on reservation land. The technical description of the main or most noteworthy span of the bridge is a 125 ft (38.1 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by New York State Department of Public Works. 42.542828 -79.015235 NY-438 (4 Mile Level Road) Clear Creek Rural Erie County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1935 1992 Unknown New York State Department of Public Works 5 6 125 38.1 128 39.01 24 7.32 https://historicbridges.org/newyork/rezz-clearcreek/little_senecaresv37_small.jpg https://historicbridges.org/newyork/rezz-clearcreek/little_senecaresv37.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/rezz-clearcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.542828,-79.015235
8969 Old Glenallen Road Bridge This truss bridge features two different truss types. The technical description of the main or most noteworthy span of the bridge is a 60 ft (18.29 m) metal rivet-connected Pratt half-hip pony truss, fixed. The bridge was primarily built by Unknown. 37.316538 -90.027296 Old Glenallen Road Little Crooked Creek Glenallen Bollinger County, Missouri Missouri United States Metal Pratt Rivet-Connected Half-Hip Pony Truss Fixed 4 1 Metal Warren Rivet-Connected Pony Truss Fixed 3 1 1908 0 Unknown 6 6 60 18.29 102 31.09 12 3.66 https://historicbridges.org/missouri/glenallen_bollingercountymo/little_glenallen_bollingercountymo_8233_small.jpg https://historicbridges.org/missouri/glenallen_bollingercountymo/little_glenallen_bollingercountymo_8233.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/glenallen_bollingercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.316538,-90.027296
8970 Little Valley Church Bridge This is a traditional small riveted pony truss bridge. The technical description of the main or most noteworthy span of the bridge is a 48 ft (14.63 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 37.197574 -89.981415 CR-524 Cane Creek Rural Bollinger County, Missouri Missouri United States Metal Warren Rivet-Connected Pony Truss Fixed 3 1 Metal Girder Fixed 0 1 1922 0 Unknown 4 5 48 14.63 67 20.42 13.5 4.11 https://historicbridges.org/missouri/littlevalleychurch_bollingercountymo/little_littlevalleychurch_bollingercountymo_8205_small.jpg https://historicbridges.org/missouri/littlevalleychurch_bollingercountymo/little_littlevalleychurch_bollingercountymo_8205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/littlevalleychurch_bollingercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.197574,-89.981415
8971 CR-403 Bridge This is a tiny pony truss bridge in a rural setting. The technical description of the main or most noteworthy span of the bridge is a 51 ft (15.54 m) metal rivet-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Missouri State Highway Commission. 36.996524 -90.460734 CR-403 (Old US-67) Otter Creek Rural Wayne County, Missouri Missouri United States Metal Pratt Rivet-Connected Full-Slope Pony Truss Fixed 4 1 Concrete T-Beam Fixed 0 2 1924 0 Unknown Missouri State Highway Commission 4 5 51 15.54 116 35.36 20 6.1 https://historicbridges.org/missouri/coolsprings_waynecountymo/little_coolsprings_waynecountymo_8590_small.jpg https://historicbridges.org/missouri/coolsprings_waynecountymo/little_coolsprings_waynecountymo_8590.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/coolsprings_waynecountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.996524,-90.460734
8972 Patterson Bridge This two span pony truss bridge has a larger Warren truss span and a smaller Pratt truss span. The technical description of the main or most noteworthy span of the bridge is a 91 ft (27.74 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Missouri State Highway Commission. 37.191038 -90.538708 CR-312 (Old MO-34) Clark Creek Rural Wayne County, Missouri Missouri United States Metal Warren Rivet-Connected Pony Truss Fixed 9 1 Metal Pratt Rivet-Connected Full-Slope Pony Truss 5 1 1924 0 Unknown Missouri State Highway Commission 6 6 91 27.74 141 42.98 18 5.49 https://historicbridges.org/missouri/patterson_waynecountymo/little_patterson_waynecountymo_8476_small.jpg https://historicbridges.org/missouri/patterson_waynecountymo/little_patterson_waynecountymo_8476.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/patterson_waynecountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=37.191038,-90.538708
8973 Poplar Bluff Viaduct Pine Street Bridge This deck truss bridge has been turned into a one-way couplet, with a new bridge having been built next to it. The technical description of the main or most noteworthy span of the bridge is a 130 ft (39.62 m) metal rivet-connected Warren deck truss, fixed. The bridge was primarily built by Regenhardt Construction Company of Cape Girardeau, Missouri. The bridge was primarily designed by Missouri State Highway Commission. 36.756584 -90.390329 Pine Street (US-60 Business) (Westbound) Black River, Riverview Drive, and Railroad Poplar Bluff Butler County, Missouri Missouri United States Metal Warren Rivet-Connected Deck Truss Fixed 6 1 Metal Stringer (Multi-Beam) Fixed 0 7 1934 1986 Regenhardt Construction Company of Cape Girardeau, Missouri Missouri State Highway Commission 6 7 130 39.62 399 121.62 32.2 9.81 https://historicbridges.org/missouri/pinestreet_poplarbluffmo/little_pinestreet_poplarbluffmo_8733_small.jpg https://historicbridges.org/missouri/pinestreet_poplarbluffmo/little_pinestreet_poplarbluffmo_8733.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/pinestreet_poplarbluffmo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.756584,-90.390329
8974 Magill Hollow Bridge This is a regionally rare example of a stone arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 36.904616 -90.473063 CR-501 Branch of Black River Hendrickson Butler County, Missouri Missouri United States Stone Segmental Deck Arch Fixed 0 1 0 0 0 0 Unknown 5 7 0 0 0 0 0 0 https://historicbridges.org/missouri/magillhollow_butlercountymo/little_magillhollow_butlercountymo_8689_small.jpg https://historicbridges.org/missouri/magillhollow_butlercountymo/little_magillhollow_butlercountymo_8689.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/magillhollow_butlercountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.904616,-90.473063
8975 Poplar Bluff Railroad Bridge This is a rare example of a pin-connected Warren through truss bridge. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal pin-connected Modified Warren through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 36.753695 -90.391180 Railroad (Union Pacific) Black River Poplar Bluff Butler County, Missouri Missouri United States Metal Modified Warren Pin-Connected Through Truss Fixed 7 1 Metal Deck Girder Fixed 0 2 1903 0 American Bridge Company of New York, New York 7 9 170 51.82 265 80.77 0 0 https://historicbridges.org/missouri/up-blackriver_poplarbluffmo/little_up-blackriver_poplarbluffmo_8736_small.jpg https://historicbridges.org/missouri/up-blackriver_poplarbluffmo/little_up-blackriver_poplarbluffmo_8736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/up-blackriver_poplarbluffmo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.753695,-90.391180
8976 Poplar Bluff Abandoned Railroad Bridge This abandoned railroad truss bridge with a skew was abandoned in 1967, although used shortly for vehicular use in 1968 before later having its approaches removed. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 36.761279 -90.386426 Railroad (Abandoned St. Louis - San Francisco) Black River Poplar Bluff Butler County, Missouri Missouri United States Metal Pratt Pin-Connected Through Truss Fixed 8 1 0 0 1901 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/missouri/frisco-blackriver_poplarbluffmo/little_frisco-blackriver_poplarbluffmo_8719_small.jpg https://historicbridges.org/missouri/frisco-blackriver_poplarbluffmo/little_frisco-blackriver_poplarbluffmo_8719.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/frisco-blackriver_poplarbluffmo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.761279,-90.386426
8977 CR-221 Bridge Likely built in the 1940s, this bridge, a possible predecessor to the Bailey truss, appears to have been moved here from an unknown location in 2006. The technical description of the main or most noteworthy span of the bridge is a 70.2 ft (21.4 m) metal deck truss, fixed. The bridge was primarily built by Unknown. 36.343019 -89.845404 CR-221 Little River Rural Pemiscot County, Missouri Missouri United States Metal Deck Truss Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 1 0 2006 Unknown 5 6 70.2 21.4 99.4 30.3 22.6 6.89 https://historicbridges.org/missouri/littleriver_cr221_pemiscotcountymo/little_littleriver_cr221_pemiscotcountymo_8835_small.jpg https://historicbridges.org/missouri/littleriver_cr221_pemiscotcountymo/little_littleriver_cr221_pemiscotcountymo_8835.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=missouri/littleriver_cr221_pemiscotcountymo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.343019,-89.845404
8978 Trimmer Road Bridge Bridge E-176 This standard Erie Canal through truss remains in good condition today. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York. 43.195940 -77.823514 Trimmer Road Erie Canal (New York State Barge Canal) Spencerport Monroe County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1909 0 J.B. and J.M. Cornell Company of Cold Spring, New York and Empire Engineering of New York, New York 7 7 148 45.11 195 59.44 14.8 4.51 https://historicbridges.org/newyork/trimmer/little_img_4314_small.jpg https://historicbridges.org/newyork/trimmer/little_img_4314.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/trimmer/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.195940,-77.823514
8979 Presbyterian Road Bridge Bridge E-205 This classic Erie Canal through truss retains good historic integrity. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Unknown. 43.248552 -78.276679 Presbyterian Road Erie Canal (New York State Barge Canal) Rural Orleans County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1909 2008 Unknown 7 7 150 45.72 191 58.22 14.8 4.51 https://historicbridges.org/newyork/presbyterianrd/little_presbyterian51_small.jpg https://historicbridges.org/newyork/presbyterianrd/little_presbyterian51.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/presbyterianrd/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.248552,-78.276679
8980 Gallup Road Bridge Bridge E-179 This traditional Erie Canal through truss was built by Interstate Engineering Company before the name of the company became McMyler-Interstate. The technical description of the main or most noteworthy span of the bridge is a 148 ft (45.11 m) metal rivet-connected Double-Intersection Warren through truss, fixed. The bridge was primarily built by Interstate Engineering Company of Bedford, Ohio. 43.202809 -77.872654 Gallup Road (CR-244) Erie Canal (New York State Barge Canal) Rural Monroe County, New York New York United States Metal Double-Intersection Warren Rivet-Connected Through Truss Fixed 8 1 Concrete Slab Fixed 0 2 1908 2003 Interstate Engineering Company of Bedford, Ohio 7 7 148 45.11 187 57 14.8 4.51 https://historicbridges.org/newyork/galluprd-sppt/little_img_4267_small.jpg https://historicbridges.org/newyork/galluprd-sppt/little_img_4267.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/galluprd-sppt/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.202809,-77.872654
8981 Batavia Railroad Bridge This bridge is newer than most of the New Yoirk Central's triple-truss bridges across the state, as it was built as part of a line re-location project around the south side of batavia. It was around 1955. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal rivet-connected Warren through truss, fixed. The bridge was primarily built by Unknown. 42.983893 -78.180741 Railroad (CSX) Tonawanda Creek Batavia Genesee County, New York New York United States Metal Warren Rivet-Connected Through Truss Fixed 6 1 0 0 1956 0 Unknown 6 6 160 48.77 165 50.29 0 0 https://historicbridges.org/newyork/bataviamainline/little_img_3640_small.jpg https://historicbridges.org/newyork/bataviamainline/little_img_3640.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/bataviamainline/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.983893,-78.180741
8982 Union Bridge Waterford Bridge This is a rare surviving example of a urban pin-connected truss bridge over a major river. The technical description of the main or most noteworthy span of the bridge is a 200 ft (60.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Phoenix Bridge Company of Phoenixville, Pennsylvania. The bridge was primarily designed by Boller, Hodge, and Baird of New York, New York. 42.788603 -73.673573 Broad Street (US-4) Hudson River Waterford and Troy Saratoga County, New York and Rensselaer County, New York New York United States Metal Pratt Pin-Connected Through Truss Fixed 0 4 0 0 1909 0 Phoenix Bridge Company of Phoenixville, Pennsylvania Boller, Hodge, and Baird of New York, New York 8 9 200 60.96 743 226.47 22.3 6.8 https://historicbridges.org/newyork/unionbridge/little_unionbr35_small.jpg https://historicbridges.org/newyork/unionbridge/little_unionbr35.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/unionbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.788603,-73.673573
8983 Johnston Street Bridge This ca. 1890 bridge was relocated here in 1913 and is a very old rivet-connected truss bridge with unusual design details including lack of verticals and use of u-bolt hangers. The technical description of the main or most noteworthy span of the bridge is a 54 ft (16.46 m) metal rivet-connected Warren (No Verticals) pony truss, fixed. The bridge was primarily built by Unknown. 41.880735 -75.730107 Johnston Street Salt Lick Creek New Milford Susquehanna County, Pennsylvania Pennsylvania United States Metal Warren (No Verticals) Rivet-Connected Pony Truss Fixed 6 1 0 0 0 1995 Unknown 8 8 54 16.46 55 16.76 14.8 4.51 https://historicbridges.org/pennsylvania/saltlickcreek/little_saltlickcreek10_small.jpg https://historicbridges.org/pennsylvania/saltlickcreek/little_saltlickcreek10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/saltlickcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.880735,-75.730107
8984 ! James E. Widener Memorial Bridge This standard plan truss bridge is noted for being documented as built by a local contractor. The technical description of the main or most noteworthy span of the bridge is a 99.7 ft (30.39 m) metal rivet-connected Polygonal Warren pony truss, fixed. The bridge was primarily built by Genesee Bridge Company of Rochester, New York. The bridge was primarily designed by New York State Department of Public Works. 43.088092 -77.759226 NY-386 Black Creek Rural Monroe County, New York New York United States Metal Polygonal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1931 1963 Genesee Bridge Company of Rochester, New York New York State Department of Public Works 5 6 99.7 30.39 103 31.39 24 7.32 https://historicbridges.org/newyork/scottsville-chiliroad/little_awidener2_small.jpg https://historicbridges.org/newyork/scottsville-chiliroad/little_awidener2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/scottsville-chiliroad/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.088092,-77.759226
8986 Maidens Mill Road Bridge This abandoned bridge is an extremely rare surviving example of a pin-connected pony truss bridge in Ontario. The technical description of the main or most noteworthy span of the bridge is a 70 ft (21.34 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 44.221194 -77.896972 Maidens Mill Road (Abandoned Alignment) Burnley Creek Trent Hills Northumberland County, Ontario Ontario Canada Metal Pratt Pin-Connected Pony Truss Fixed 6 1 0 0 0 0 Unknown 7 8 70 21.34 70 21.34 0 0 https://historicbridges.org/ontario/maidensmill/little_20220710_105609_small.jpg https://historicbridges.org/ontario/maidensmill/little_20220710_105609.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/maidensmill/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.221194,-77.896972
8987 Skinkle Road Bridge This bridge is noted as a documented example of a bridge built by an Ontario bridge company. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Dickson Bridge Works Company of Campbellford, Ontario. 44.224417 -77.839278 Skinkle Road Percy Creek Trent Hills Northumberland County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 6 1 0 0 0 0 Dickson Bridge Works Company of Campbellford, Ontario 6 6 80 24.38 80 24.38 0 0 https://historicbridges.org/ontario/skinkleroadbridge/little_20220709_132701_small.jpg https://historicbridges.org/ontario/skinkleroadbridge/little_20220709_132701.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/skinkleroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.224417,-77.839278
8988 Helkaa Line Railway Bridge This long-abandoned bridge is a surprise in this region, a large stone arch span that is rare in this part of Ontario. The technical description of the main or most noteworthy span of the bridge is a stone Semicircular deck arch, fixed. The bridge was primarily built by Unknown. 42.789750 -81.076833 Railroad (Abandoned Michigan Central) East Catfish Creek Central Elgin Elgin County, Ontario Ontario Canada Stone Semicircular Deck Arch Fixed 0 1 0 0 0 0 Unknown 7 7 0 0 0 0 0 0 https://historicbridges.org/ontario/helkaalinerailwaybridge/little_20220611_153823_small.jpg https://historicbridges.org/ontario/helkaalinerailwaybridge/little_20220611_153823.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/helkaalinerailwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.789750,-81.076833
8989 Wabash Bridge This high level style deck truss bridge is a surprising find on this small waterway. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Pratt deck truss, fixed. The bridge was primarily built by Unknown. 42.778948 -81.075254 Railroad (Trillium Railway) East Catfish Creek Central Elgin Elgin County, Ontario Ontario Canada Metal Pratt Rivet-Connected Deck Truss Fixed 7 1 Metal Deck Girder Fixed 0 0 0 0 Unknown 6 7 0 0 382 116.43 0 0 https://historicbridges.org/ontario/wabashbridge/little_20220611_143411_small.jpg https://historicbridges.org/ontario/wabashbridge/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/wabashbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.778948,-81.075254
8990 Barton Creek Bridge Abandoned, deteriorated, and missing a deck, this is one of the oldest known cable-stayed bridges in the United States. The technical description of the main or most noteworthy span of the bridge is a 100 ft (30.48 m) metal wire cable cable-stayed, fixed. The bridge was primarily built by Runyon Bridge Company of Weatherford, Texas. 32.506039 -98.350508 CR-119 (Abandoned Alignment) Barton Creek Rural Erath County, Texas Texas United States Metal Wire Cable Cable-Stayed Fixed 10 1 0 0 1890 0 Runyon Bridge Company of Weatherford, Texas 8 9 100 30.48 120 36.58 8 2.44 https://historicbridges.org/texas/bartoncreekabandon/little_jesseburube_dsc01996_small.jpg https://historicbridges.org/texas/bartoncreekabandon/little_jesseburube_dsc01996.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/bartoncreekabandon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.506039,-98.350508
8991 Denton Creek Bridge This short through truss has been abandoned for so long it is hard to see there ever was even a road here. The technical description of the main or most noteworthy span of the bridge is a 75 ft (22.86 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 33.129067 -97.322838 Abandoned Road Denton Creek Rural Denton County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 5 1 0 0 1889 0 Wrought Iron Bridge Company of Canton, Ohio 7 7 75 22.86 80 24.38 0 0 https://historicbridges.org/texas/denton-aurora/little_jesseburube_dsc02054_small.jpg https://historicbridges.org/texas/denton-aurora/little_jesseburube_dsc02054.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/denton-aurora/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.129067,-97.322838
8992 South Paluxy River Railroad Bridge This railroad bridge is noted for its attractive portal bracing and latticed end posts. The technical description of the main or most noteworthy span of the bridge is a 95 ft (28.96 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 32.348886 -98.041595 Railroad (Fort Worth and Western) South Paluxy River Rural Erath County, Texas Texas United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 Wood Stringer (Multi-Beam) Fixed 0 4 0 0 Unknown 7 7 95 28.96 142 43.28 0 0 https://historicbridges.org/texas/southpaluxy/little_jesseburube_dsc01956_small.jpg https://historicbridges.org/texas/southpaluxy/little_jesseburube_dsc01956.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/southpaluxy/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=32.348886,-98.041595
8993 Plainview Road Bridge Eaglechase Park Bridge This bridge is noted for its unusual design details that document the transition from pin to riveted connections that was ongoing in the industry around this time. The technical description of the main or most noteworthy span of the bridge is a 114 ft (34.75 m) metal multiple-type-connected Warren arch, fixed. The bridge was primarily built by George E. King Bridge Company of Des Moines, Iowa. 33.258751 -97.221770 Pedestrian Walkway North Hickory Creek Krum Denton County, Texas Texas United States Metal Warren Multiple-Type-Connected Arch Fixed 4 1 0 0 1903 2014 George E. King Bridge Company of Des Moines, Iowa 7 7 114 34.75 65 19.81 11.8 3.6 https://historicbridges.org/texas/plainview/little_jesseburube_dsc02081_small.jpg https://historicbridges.org/texas/plainview/little_jesseburube_dsc02081.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=texas/plainview/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.258751,-97.221770
8994 Tusten Road Bridge This is an attractive 19th century The technical description of the main or most noteworthy span of the bridge is a 18.7 ft (5.7 m) stone Segmental deck arch, fixed. The bridge was primarily built by W. H. Hankins and Company. 41.556046 -75.019347 Tusten Road 10 Mile River Rural Sullivan County, New York New York United States Stone Segmental Deck Arch Fixed 0 2 0 0 1896 0 W. H. Hankins and Company 7 7 18.7 5.7 41 12.5 15 4.57 https://historicbridges.org/newyork/10-mileriver/little_10-miarch2_small.jpg https://historicbridges.org/newyork/10-mileriver/little_10-miarch2.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/10-mileriver/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.556046,-75.019347
8995 Buttermilk Falls Railroad Bridge This concrete arch bridge is located next to a beautiful waterfall! The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 43.004290 -77.973785 Railroad (Lehigh Valley) Oatka Creek Rural Genesee County, New York New York United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete Slab Fixed 0 4 1913 0 Unknown 6 6 80 24.38 0 0 0 0 https://historicbridges.org/newyork/leroywaterfalls/little_marc-leroyfalls5_small.jpg https://historicbridges.org/newyork/leroywaterfalls/little_marc-leroyfalls5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=newyork/leroywaterfalls/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.004290,-77.973785
8996 North County Line Highway Bridge This increasingly rare example of a steel stringer bridge with lattice railing is sadly deteriorated, closed, and slated for replacement. The technical description of the main or most noteworthy span of the bridge is a 27 ft (8.23 m) metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 42.081317 -83.773911 North County Line Highway North Macon Creek Rural Monroe County, Michigan and Lenawee County, Michigan Michigan United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 1910 0 Unknown 3 3 27 8.23 30 9.14 16 4.88 https://historicbridges.org/michigan/monroecountyline1/little_zimg_20220722_133417_small.jpg https://historicbridges.org/michigan/monroecountyline1/little_zimg_20220722_133417.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/monroecountyline1/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.081317,-83.773911
8997 North County Line Highway Bear Swamp Creek Bridge This is an increasingly uncommon example of a small-scale bridge using a railing design unique to Michigan, and matching the architecture of other larger period bridges. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete t-beam, fixed. The bridge was primarily built by Unknown. 42.035669 -83.772578 North County Line Highway Bear Swamp Creek (Milan-Macon Drain) Rural Monroe County, Michigan and Lenawee County, Michigan Michigan United States Concrete T-Beam Fixed 0 1 0 0 1929 0 Unknown 1 2 29 8.84 30.8 9.39 25 7.62 https://historicbridges.org/michigan/monroecountyline2/little_zimg_20220722_132256_small.jpg https://historicbridges.org/michigan/monroecountyline2/little_zimg_20220722_132256.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/monroecountyline2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.035669,-83.772578
8998 Potter Bridge Thompson Hill Park Bridge One of the first historic metal truss bridges in southwestern Pennsylvania to be relocated and preserved, this unique and extremely significant bridge has vertical endposts and a bottom chord that runs up to the top chord. The technical description of the main or most noteworthy span of the bridge is a 44 ft (13.41 m) metal pin-connected Pratt pony truss, fixed. The bridge was primarily built by Unknown. 40.245805 -80.417977 Pedestrian Walkway Cross Creek Lake Tributary Rural Washington County, Pennsylvania Pennsylvania United States Metal Pratt Pin-Connected Pony Truss Fixed 4 1 0 0 1881 2021 Unknown 8 8 44 13.41 47 14.33 9.8 2.99 https://historicbridges.org/pennsylvania/potter/little_zimg_20220723_192143_small.jpg https://historicbridges.org/pennsylvania/potter/little_zimg_20220723_192143.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/potter/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.245805,-80.417977
8999 Negley Avenue Bridge This classic pony truss with heavy members contributes to the history of the Pennsylvania Railroad mainline. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.456274 -79.933451 Negley Avenue Railroad (Norfolk Southern) and East Busway Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Warren Rivet-Connected Pony Truss Fixed 8 1 0 0 1924 1973 Unknown 5 5 104 31.7 106 32.31 30 9.14 https://historicbridges.org/pennsylvania/negley/little_negley_1385_small.jpg https://historicbridges.org/pennsylvania/negley/little_negley_1385.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/negley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.456274,-79.933451
9000 Zitko Road Bridge This unusual bridge is made from salvaged railroad turntable girders. The technical description of the main or most noteworthy span of the bridge is a 58 ft (17.68 m) metal through girder, fixed. The bridge was primarily built by Unknown. 40.205339 -80.912944 Zitko Road (CR-522) South Fork Short Creek Rural Harrison County, Ohio Ohio United States Metal Through Girder Fixed 0 1 0 0 0 1950 Unknown 5 5 58 17.68 61 18.59 12.8 3.9 https://historicbridges.org/ohio/zitko/little_zimg_20220723_210539_small.jpg https://historicbridges.org/ohio/zitko/little_zimg_20220723_210539.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zitko/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.205339,-80.912944
9001 Short Creek Bridge Despite the official looking weight limit and hazard signs, this classic riveted Warren pony truss appears to be a private driveway bridge. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 40.219650 -80.899333 Private Driveway Short Creek Rural Harrison County, Ohio Ohio United States Metal Warren Rivet-Connected Pony Truss Fixed 4 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/ohio/foxesbottom/little_zimg_20220723_205818_small.jpg https://historicbridges.org/ohio/foxesbottom/little_zimg_20220723_205818.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/foxesbottom/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.219650,-80.899333
9002 Cool Spring Road Bridge This small, classic Luten arch bridge suffers from damaged and deteriorated railing. The technical description of the main or most noteworthy span of the bridge is a 29 ft (8.84 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Luten Bridge Company of York, Pennsylvania. 40.293567 -80.645724 Cool Spring Road (TR-167A) Georges Run Rural Jefferson County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1927 0 Luten Bridge Company of York, Pennsylvania 5 5 29 8.84 30.8 9.39 18 5.49 https://historicbridges.org/ohio/coolspring/little_coolspring_1796_small.jpg https://historicbridges.org/ohio/coolspring/little_coolspring_1796.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/coolspring/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.293567,-80.645724
9003 Piney Fork Tributary Bridge This concrete arch bridge is so small it barely even has an arch! The technical description of the main or most noteworthy span of the bridge is a 23 ft (7.01 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.272234 -80.850955 TR-192 Piney Fork Tributary Rural Jefferson County, Ohio Ohio United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1915 0 Unknown 1 2 23 7.01 25 7.62 16 4.88 https://historicbridges.org/ohio/cr192/little_zimg_20220723_204711_small.jpg https://historicbridges.org/ohio/cr192/little_zimg_20220723_204711.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/cr192/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.272234,-80.850955
9004 Seldom Seen Railroad Bridge This bridge may be seldom seen, but it is most certainly worth seeing as a beautiful and rare skewed example of an uncommon stone and brick arch bridge. The technical description of the main or most noteworthy span of the bridge is a stone and brick Segmental deck arch, fixed. The bridge was primarily built by Unknown. 40.425392 -80.020894 Railroad (Abandoned Wabash Railroad) Sawmill Run Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Stone and Brick Segmental Deck Arch Fixed 0 1 0 0 1902 0 Unknown 7 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/seldomseen/little_zimg_20220723_113300_small.jpg https://historicbridges.org/pennsylvania/seldomseen/little_zimg_20220723_113300.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/seldomseen/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425392,-80.020894
9005 Pittsburgh Terminal Warehouse and Transfer Company Bridge This rare lattice girder bridge is an access structure between the two large buildings at this location. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) metal Lattice through girder, fixed. The bridge was primarily built by Unknown. 40.430363 -79.996530 Building Access Terminal Way Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Lattice Through Girder Fixed 0 1 0 0 1905 0 Unknown 7 7 40 12.19 42 12.8 0 0 https://historicbridges.org/pennsylvania/terminallattice/little_zimg_20220722_200421_small.jpg https://historicbridges.org/pennsylvania/terminallattice/little_zimg_20220722_200421.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/terminallattice/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.430363,-79.996530
9006 Mission Street Bridge West This is one of two very similar bridges on this street, noted for their attractive arched, riveted girders and decorative railing. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Booth and Flinn Company of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.423573 -79.976858 Mission Street 21st Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Variable Depth Deck Girder Fixed 0 Continuous 3 0 0 1939 1982 Booth and Flinn Company of Pittsburgh, Pennsylvania and Bethlehem Steel Company of Bethlehem, Pennsylvania Pittsburgh Department of Public Works 6 6 160 48.77 394 120.09 22 6.71 https://historicbridges.org/pennsylvania/missionwest/little_zimg_20220723_102533_small.jpg https://historicbridges.org/pennsylvania/missionwest/little_zimg_20220723_102533.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/missionwest/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423573,-79.976858
9007 Mission Street Bridge East This is one of two very similar bridges on this street, noted for their attractive arched, riveted girders and decorative railing. The technical description of the main or most noteworthy span of the bridge is a 92 ft (28.04 m) metal continuous Variable Depth deck girder, fixed. The bridge was primarily built by Bethlehem Steel Company of Bethlehem, Pennsylvania and Edward Kean. The bridge was primarily designed by Pittsburgh Department of Public Works. 40.423219 -79.974399 Mission Street Gomer Street and Greeley Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Variable Depth Deck Girder Fixed 0 Continuous 3 0 0 1939 1982 Bethlehem Steel Company of Bethlehem, Pennsylvania and Edward Kean Pittsburgh Department of Public Works 6 6 92 28.04 225 68.58 22 6.71 https://historicbridges.org/pennsylvania/missioneast/little_zimg_20220723_110515_small.jpg https://historicbridges.org/pennsylvania/missioneast/little_zimg_20220723_110515.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/missioneast/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.423219,-79.974399
9008 Terminal Way Bridge This deck plate girder was built to provide a connection between two buildings in the Pittsburgh Terminal Warehouse and Transfer Company complex over a railroad below. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 40.431103 -79.996220 Terminal Way Railroad (CSX) Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Deck Girder Fixed 0 2 0 0 1905 0 Unknown 2 2 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/terminalway/little_terminalway_9938_39_40vib_small.jpg https://historicbridges.org/pennsylvania/terminalway/little_terminalway_9938_39_40vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/terminalway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.431103,-79.996220
9009 21st Street Railroad Bridges This pair of bridges, one abandoned bridge for a single set of tracks and a wider bridge for four sets of tracks with only two currently, are representative examples of their type. The technical description of the main or most noteworthy span of the bridge is a metal through girder, fixed. The bridge was primarily built by Unknown. 40.425107 -79.976640 Railroad (Norfolk Southern) 21st Street Pittsburgh Allegheny County, Pennsylvania Pennsylvania United States Metal Through Girder Fixed 0 3 0 0 0 0 Unknown 1 1 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/21strr/little_21strr_9998_small.jpg https://historicbridges.org/pennsylvania/21strr/little_21strr_9998.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/21strr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.425107,-79.976640
9010 St. Joseph River Railroad Bridge This classic deck plate girder railroad bridge has been long abandoned. The technical description of the main or most noteworthy span of the bridge is a metal deck girder, fixed. The bridge was primarily built by Unknown. 41.932806 -85.635915 Railroad (Abandoned) St. Joseph River Three Rivers St. Joseph County, Michigan Michigan United States Metal Deck Girder Fixed 0 3 0 0 0 0 Unknown 2 3 0 0 0 0 0 0 https://historicbridges.org/michigan/broadway3rivers/little_jasonholloway-20220810_174026_small.jpg https://historicbridges.org/michigan/broadway3rivers/little_jasonholloway-20220810_174026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/broadway3rivers/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.932806,-85.635915
9011 6th Street Railroad Bridge North This bridge is not as significant as another bridge to the south, but it nevertheless has some interesting design details. The technical description of the main or most noteworthy span of the bridge is a metal stringer (multi-beam), fixed. The bridge was primarily built by Unknown. 40.343390 -75.925711 Railroad (Norfolk Southern) 6th Street Reading Berks County, Pennsylvania Pennsylvania United States Metal Stringer (Multi-Beam) Fixed 0 1 0 0 0 0 Unknown 6 6 0 0 0 0 0 0 https://historicbridges.org/pennsylvania/reading6thstreet/little_reading6thstreet10_small.jpg https://historicbridges.org/pennsylvania/reading6thstreet/little_reading6thstreet10.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/reading6thstreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.343390,-75.925711
9012 Askew Bridge Soap and Whiskey Bridge, Skew Arch Bridge Among the oldest such bridges in America, this is an outstanding example of the rarest type of stone arch bridge, a helicoidal skew arch, which has a smooth barrel and represents the work of a master in stonework. The technical description of the main or most noteworthy span of the bridge is a 40 ft (12.19 m) stone deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Richard B. Osborne. 40.343390 -75.925711 Railroad (Norfolk Southern) 6th Street Reading Berks County, Pennsylvania Pennsylvania United States Stone Deck Arch Fixed 0 3 0 0 1857 0 Unknown Richard B. Osborne 9 10 40 12.19 91 27.74 0 0 https://historicbridges.org/pennsylvania/reading6thstreetaskew/little_reading6thstreetaskew32_small.jpg https://historicbridges.org/pennsylvania/reading6thstreetaskew/little_reading6thstreetaskew32.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/reading6thstreetaskew/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.343390,-75.925711
9013 Oley Street Railroad Bridge This railroad overpass is noted for its architectural details. The technical description of the main or most noteworthy span of the bridge is a 20 ft (6.1 m) concrete slab, fixed. The bridge was primarily built by Unknown. 40.345924 -75.923075 Railroad (Norfolk Southern) Oley Street Reading Berks County, Pennsylvania Pennsylvania United States Concrete Slab Fixed 0 4 0 0 0 0 Unknown 6 6 20 6.1 70 21.34 105 32 https://historicbridges.org/pennsylvania/readingoleystreet/little_readingoleystreet9_small.jpg https://historicbridges.org/pennsylvania/readingoleystreet/little_readingoleystreet9.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingoleystreet/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.345924,-75.923075
9014 Spring Street Subway Spring Street Railroad Bridge This early concrete arch railroad overpass is also noted for its width, which is why it was known as a subway when completed. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Hawman Brothers. 40.350350 -75.922120 Railroad (Norfolk Southern) Spring Street Reading Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1909 0 Hawman Brothers 7 7 0 0 58 17.68 265 80.77 https://historicbridges.org/pennsylvania/readingspringstreetsubway/little_readingspringstreetsubway5_small.jpg https://historicbridges.org/pennsylvania/readingspringstreetsubway/little_readingspringstreetsubway5.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/readingspringstreetsubway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.350350,-75.922120
9015 Ruth's Bridge This concrete arch bridge retains excellent historic integrity and has railings that curve around onto the abutments. The technical description of the main or most noteworthy span of the bridge is a 65 ft (19.81 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 40.315863 -75.968473 Old Wyomissing Road Wyomissing Creek Wyomissing Berks County, Pennsylvania Pennsylvania United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 1910 1963 Unknown 5 5 65 19.81 65 19.81 20 6.1 https://historicbridges.org/pennsylvania/ruthsbridgewyomissing/little_ruthsbridgewyomissing20_small.jpg https://historicbridges.org/pennsylvania/ruthsbridgewyomissing/little_ruthsbridgewyomissing20.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/ruthsbridgewyomissing/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.315863,-75.968473
9016 Menesetung Bridge The longest railway bridge in Ontario when completed, this high level deck plate girder bridge, today a trail, is the final crossing before the river enters Lake Huron. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal deck girder, fixed. The bridge was primarily built by M. A. Pigott Engineering Company of Hamilton, Ontario. 43.751111 -81.714624 Railroad (Maitland Rail-Trail) (Former Canadian Pacific) Maitland River Goderich and Ashfield-Colborne-Wawanosh Huron County, Ontario Ontario Canada Metal Deck Girder Fixed 0 7 0 0 1907 0 M. A. Pigott Engineering Company of Hamilton, Ontario 6 8 104 31.7 750 228.6 12 3.66 https://historicbridges.org/ontario/menesetungbridge/little_20220807_181848_small.jpg https://historicbridges.org/ontario/menesetungbridge/little_20220807_181848.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/menesetungbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.751111,-81.714624
9017 Port Albert Fishway Bridge Located on old highway alignment, this exceedingly rare pin-connected pony truss bridge is also among the oldest in Ontario, and was built by a little-known local bridge builder. The technical description of the main or most noteworthy span of the bridge is a metal pin-connected Pratt full-slope pony truss, fixed. The bridge was primarily built by Hunter Brothers of Kincardine, Ontario (Hunter Bridge and Boiler Company of Kincardine, Ontario). 43.878200 -81.715031 Central Wellington Street (Old London Road, Former KH-21 Alignment) 9 Mile River Ashfield-Colborne-Wawanosh (Port Albert) Huron County, Ontario Ontario Canada Metal Pratt Pin-Connected Full-Slope Pony Truss Fixed 5 1 0 0 1886 0 Hunter Brothers of Kincardine, Ontario (Hunter Bridge and Boiler Company of Kincardine, Ontario) 8 9 0 0 0 0 0 0 https://historicbridges.org/ontario/portalbertfishwaybridge/little_20220807_162844_small.jpg https://historicbridges.org/ontario/portalbertfishwaybridge/little_20220807_162844.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/portalbertfishwaybridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=43.878200,-81.715031
9018 Zion Road Bridge Ashfield Park Bridge This classic riveted Warren pony truss leads to a small beach along Lake Huron. The technical description of the main or most noteworthy span of the bridge is a metal rivet-connected Warren pony truss, fixed. The bridge was primarily built by Unknown. 44.020583 -81.729167 Zion Road Boyd Creek Ashfield-Colborne-Wawanosh Huron County, Ontario Ontario Canada Metal Warren Rivet-Connected Pony Truss Fixed 5 1 0 0 0 0 Unknown 6 7 0 0 0 0 0 0 https://historicbridges.org/ontario/ashfieldparkzionroadbridge/little_20220807_160922_small.jpg https://historicbridges.org/ontario/ashfieldparkzionroadbridge/little_20220807_160922.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ontario/ashfieldparkzionroadbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=44.020583,-81.729167
9019 I-94 Westbound Bridge This is perhaps one of the oldest known bridges on I-94 in Michigan since it is a repurposed former US-12 bridge. The technical description of the main or most noteworthy span of the bridge is a 59.7 ft (18.2 m) metal deck girder, fixed. The bridge was primarily built by W. J. Storen Company of Detroit, Michigan. The bridge was primarily designed by Michigan State Highway Department. 42.294543 -84.085363 Railroad (Norfolk Southern and Amtrak Wolverine) I-94 Westbound Rural Washtenaw County, Michigan Michigan United States Metal Deck Girder Fixed 0 1 0 0 1936 0 W. J. Storen Company of Detroit, Michigan Michigan State Highway Department 5 5 59.7 18.2 59.7 18.2 0 0 https://historicbridges.org/michigan/i94westrr/little_i94westrr_4753.jpg https://historicbridges.org/michigan/i94westrr/little_i94westrr_4753.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/i94westrr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.294543,-84.085363
9020 Hayhoe Riverwalk Bridge This ancient and deteriorated small concrete arch bridge has been repurposed for a rail-trail. The technical description of the main or most noteworthy span of the bridge is a concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 42.577987 -84.445988 Railroad (Hayhoe Riverwalk Rail-Trail) Sycamore Creek Mason Ingham County, Michigan Michigan United States Concrete Closed Spandrel Deck Arch Fixed 0 1 0 0 0 0 Unknown 4 6 0 0 0 0 0 0 https://historicbridges.org/michigan/masonconcrete2/little_img_20230109_151407_small.jpg https://historicbridges.org/michigan/masonconcrete2/little_img_20230109_151407.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=michigan/masonconcrete2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=42.577987,-84.445988
9021 Cầu Đại Lào (Dai Lao Bridge) Bypassed by a new bridge, this is an outstanding and rare example of a concrete through arch which might also be called a bowstring concrete truss bridge. The technical description of the main or most noteworthy span of the bridge is a 120 ft (36.58 m) concrete Rainbow through arch, fixed. The bridge was primarily built by Unknown. 11.512868 107.750777 Old QL-20 (Quốc Lộ 20 cũ) Da Lao Bảo Lộc (Đại Lào) Lâm Đồng Province (Tỉnh Lâm Đồng) Lâm Đồng Province (Tỉnh Lâm Đồng) Vietnam (Việt Nam) Concrete Rainbow Through Arch Fixed 0 1 0 0 0 0 Unknown 9 10 120 36.58 125 38.1 0 0 https://historicbridges.org/vietnam/dailao/little_img_20240101_102323_small.jpg https://historicbridges.org/vietnam/dailao/little_img_20240101_102323.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/dailao/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=11.512868,107.750777
9022 Messerall Road Bridge Pymatuning State Park Trail Bridge One of the last surviving bowstring truss bridges in Pennsylvania, this bridge was relocated and preserved on a trail system. The technical description of the main or most noteworthy span of the bridge is a 99 ft (30.18 m) metal threaded rod-nut connected Bowstring through truss, fixed. The bridge was primarily built by Wrought Iron Bridge Company of Canton, Ohio. 41.650740 -80.418719 Pymatuning State Park Trail Linesville Creek Rural Crawford County, Pennsylvania Pennsylvania United States Metal Bowstring Threaded Rod-Nut Connected Through Truss Fixed 8 1 0 0 1876 2022 Wrought Iron Bridge Company of Canton, Ohio 9 9 99 30.18 103 31.39 14.8 4.51 https://historicbridges.org/pennsylvania/messerall2/little_messerall2_6736_small.jpg https://historicbridges.org/pennsylvania/messerall2/little_messerall2_6736.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=pennsylvania/messerall2/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.650740,-80.418719
9023 Monticello Boulevard Bridge Wilson Mills Road Bridge This unique and striking concrete arch bridge is noted for its rare European design inspired by famous engineer Robert Maillart. The technical description of the main or most noteworthy span of the bridge is a 140 ft (42.67 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Osborne Engineering Company of Cleveland, Ohio. 41.538863 -81.522502 Monticello Boulevard (Wilson Mills Road) West Branch Euclid Creek South Euclid Cuyahoga County, Ohio Ohio United States Concrete Open Spandrel Deck Arch Fixed 0 3 0 0 1954 2003 Unknown Osborne Engineering Company of Cleveland, Ohio 7 8 140 42.67 368 112.17 62 18.9 https://historicbridges.org/ohio/monticello/little_img_20230201_115331_small.jpg https://historicbridges.org/ohio/monticello/little_img_20230201_115331.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/monticello/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.538863,-81.522502
9024 Holton Avenue Viaduct This unusual bridge is almost like two double track bridges side by side, and the north half includes plate girder spans over Holton Avenue, while the southern half is all concrete arch spans. The technical description of the main or most noteworthy span of the bridge is a 170 ft (51.82 m) metal rivet-connected Baltimore through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 41.482110 -81.626569 RTA Rapid Transit Holton Avenue, 90th Street, and Railroad Cleveland Cuyahoga County, Ohio Ohio United States Metal Baltimore Rivet-Connected Through Truss Fixed 10 1 Concrete Open Spandrel Deck Arch Fixed 0 0 0 0 American Bridge Company of New York, New York 7 7 170 51.82 580 176.78 0 0 https://historicbridges.org/ohio/holton/little_holton_5296_small.jpg https://historicbridges.org/ohio/holton/little_holton_5296.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/holton/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.482110,-81.626569
9025 Cầu Ông Cậy (Ong Cay Bridge) Cầu Tình Yêu (Love Bridge) This is a very old bridge, likely from the French period, and after being abandoned and threatened with demolition, it has been beautifully rehabilitated for pedestrian use as part of a new riverfront park. The technical description of the main or most noteworthy span of the bridge is a concrete curved t-beam, fixed. The bridge was primarily built by Unknown. 10.770939 106.709745 Pedestrian Walkway Rạch Ông Cậy (Ong Cay Canal) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Concrete Curved T-Beam Fixed 0 3 0 0 0 0 Unknown 6 8 0 0 150 45.72 0 0 https://historicbridges.org/vietnam/ongcay/little_pxl_20240222_112354222_small.jpg https://historicbridges.org/vietnam/ongcay/little_pxl_20240222_112354222.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/ongcay/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.770939,106.709745
9026 Cầu Rạch Tôm (Tôm Canal Bridge) This narrow riveted pony truss bridge was one of several on this road. The technical description of the main or most noteworthy span of the bridge is a 80 ft (24.38 m) metal rivet-connected Double-Intersection Warren pony truss, fixed. The bridge was primarily built by Unknown. 10.672466 106.697884 Lê Văn Lương (HL34) Tôm Canal (Rạch Tôm) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Double-Intersection Warren Rivet-Connected Pony Truss Fixed 0 3 0 0 0 0 Unknown 6 7 80 24.38 245 74.68 0 0 https://historicbridges.org/vietnam/caurachtom/little_img_20231116_120126_small.jpg https://historicbridges.org/vietnam/caurachtom/little_img_20231116_120126.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/caurachtom/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.672466,106.697884
9027 Cầu đường ray Rạch Lăng (Lăng Canal Railway Bridge) This is the only known surviving riveted plate girder bridge in Ho Chi Minh City. The technical description of the main or most noteworthy span of the bridge is a metal continuous through girder, fixed. The bridge was primarily built by Unknown. 10.823259 106.698672 Railroad (Sài Gòn - Nha Trang Railway) Lăng Canal (Rạch Lăng) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Ho Chi Minh City (Thành phố Hồ Chí Minh) (Sài Gòn) Vietnam (Việt Nam) Metal Through Girder Fixed 0 Continuous 0 0 0 0 0 Unknown 6 8 0 0 190 57.91 0 0 https://historicbridges.org/vietnam/rachlang/little_img_20231219_104514_1_small.jpg https://historicbridges.org/vietnam/rachlang/little_img_20231219_104514_1.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=vietnam/rachlang/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=10.823259,106.698672
9028 Fairmount Boulevard Bridge This nicely proportioned bridge won the 1941 AISC Class C Award for most beautiful steel bridge when built, and it remains beautiful today. The technical description of the main or most noteworthy span of the bridge is a 104 ft (31.7 m) metal continuous deck girder, fixed. The bridge was primarily built by Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Galier Brothers of Cleveland, Ohio. The bridge was primarily designed by John O. McWilliams and Martin E. Friedman. 41.488939 -81.396400 Fairmount Boulevard (CR-19) Chagrin River Hunting Valley Cuyahoga County, Ohio Ohio United States Metal Deck Girder Fixed 0 Continuous 3 0 0 1941 0 Fort Pitt Bridge Works of Pittsburgh, Pennsylvania and Galier Brothers of Cleveland, Ohio John O. McWilliams and Martin E. Friedman 4 7 104 31.7 241 73.46 44 13.41 https://historicbridges.org/ohio/fairmount/little_img_20230201_124534_small.jpg https://historicbridges.org/ohio/fairmount/little_img_20230201_124534.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/fairmount/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.488939,-81.396400
9029 Gates Mills Bridge This is an unusual small-scale occurrence of a steel through arch bridge, and its distinctive design was chosen to harmonize with its charming surroundings. The technical description of the main or most noteworthy span of the bridge is a 116 ft (35.36 m) metal tied through arch, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Osborne Engineering Company of Cleveland, Ohio. 41.517713 -81.403419 Old Mill Road (CR-427) Chagrin River Gates Mills Cuyahoga County, Ohio Ohio United States Metal Tied Through Arch Fixed 0 1 0 0 1959 0 Unknown Osborne Engineering Company of Cleveland, Ohio 4 4 116 35.36 119 36.27 28 8.53 https://historicbridges.org/ohio/gatesmillshighway/little_gatesmillshighway_6205_small.jpg https://historicbridges.org/ohio/gatesmillshighway/little_gatesmillshighway_6205.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gatesmillshighway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.517713,-81.403419
9030 Chagrin Valley Hunt Club Bridge Crossing what may be an old mill race, this bridge appears to be a small stone arch bridge, or possibly a concrete bridge with stone facing, and it serves a historic hunt club nearby. The technical description of the main or most noteworthy span of the bridge is a stone Segmental deck arch, fixed. The bridge was primarily built by Unknown. 41.516678 -81.404128 Chagrin Valley Hunt Club Drive Mill Race Gates Mills Cuyahoga County, Ohio Ohio United States Stone Segmental Deck Arch Fixed 0 1 0 0 1959 0 Unknown 3 4 0 0 0 0 0 0 https://historicbridges.org/ohio/gatesmillshuntclub/little_gatesmillshuntclub_5944vib_small.jpg https://historicbridges.org/ohio/gatesmillshuntclub/little_gatesmillshuntclub_5944vib.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/gatesmillshuntclub/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.516678,-81.404128
9031 Union Mills Bridge Old Hanover Road Bridge This is an exceedingly rare example of a bridge associated with famous engineer Wendel Bollman and it is also noted for cast iron elements. The technical description of the main or most noteworthy span of the bridge is a metal (cast iron) pin-connected Queenpost pony truss, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wendel Bollman of Baltimore, Maryland. 39.666895 -77.018618 Pedestrian Walkway Big Pipe Creek Mill Race Union Mills Carroll County, Maryland Maryland United States Metal (Cast Iron) Queenpost Pin-Connected Pony Truss Fixed 3 1 0 0 1879 0 Unknown Wendel Bollman of Baltimore, Maryland 9 10 0 0 50 15.24 0 0 https://historicbridges.org/maryland/unionmills/little_umhomestead54_small.jpg https://historicbridges.org/maryland/unionmills/little_umhomestead54.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=maryland/unionmills/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=39.666895,-77.018618
9032 Sidaway Avenue Footbridge Hidden away in a corner of a city is this suspension bridge, the only such structure in Cleveland. The technical description of the main or most noteworthy span of the bridge is a 400 ft (121.92 m) metal pony truss stiffening wire cable suspension, fixed. The bridge was primarily built by Unknown. The bridge was primarily designed by Wilbur J. Watson and Associates of Cleveland, Ohio. 41.479961 -81.642844 Sidaway Avenue (Pedestrian Walkway) Railroad (Abandoned) Cleveland Cuyahoga County, Ohio Ohio United States Metal Pony Truss Stiffening Wire Cable Suspension Fixed 0 3 0 0 1930 0 Unknown Wilbur J. Watson and Associates of Cleveland, Ohio 7 8 400 121.92 680 207.26 0 0 https://historicbridges.org/ohio/sidaway/little_sidaway_5095_small.jpg https://historicbridges.org/ohio/sidaway/little_sidaway_5095.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/sidaway/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=41.479961,-81.642844
9033 Bixby Bridge This is the biggest and most famous of the arch bridges along this highway. The technical description of the main or most noteworthy span of the bridge is a 330 ft (100.58 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Ward Engineering Company. The bridge was primarily designed by Frederick W. Panhorst and Harvey D. Stover. 36.371522 -121.901690 CA-1 (Cabrillo Highway) Bixby Creek Big Sur Monterey County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 10 1932 2000 Ward Engineering Company Frederick W. Panhorst and Harvey D. Stover 8 9 330 100.58 714 217.63 24 7.32 https://historicbridges.org/california/bixbycreekbridge/little_img_20231005_171525_small.jpg https://historicbridges.org/california/bixbycreekbridge/little_img_20231005_171525.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/bixbycreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.371522,-121.901690
9034 Rocky Creek Bridge This is one of the larger of an impressive set of concrete arch bridges along this stunning, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 239 ft (72.85 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 36.379603 -121.902210 CA-1 (Cabrillo Highway) Rocky Creek Rural Monterey County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 6 1932 2000 Unknown 7 7 239 72.85 497 151.49 24 7.32 https://historicbridges.org/california/rockycreekbridge/little_img_20231005_172204_small.jpg https://historicbridges.org/california/rockycreekbridge/little_img_20231005_172204.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/rockycreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.379603,-121.902210
9035 Granite Canyon Bridge This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 127 ft (38.71 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 36.435755 -121.919113 CA-1 (Cabrillo Highway) Granite Canyon Rural Monterey County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 4 1932 1998 Unknown 7 7 127 38.71 288 87.78 24 7.32 https://historicbridges.org/california/granitecanyon/little_img_20231005_133322_small.jpg https://historicbridges.org/california/granitecanyon/little_img_20231005_133322.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/granitecanyon/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.435755,-121.919113
9035 Malpaso Creek Bridge This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 124.3 ft (37.89 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 36.481708 -121.937124 CA-1 (Cabrillo Highway) Malpaso Creek Rural Monterey County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 6 1935 1998 Unknown 7 7 124.3 37.89 210 64.01 24 7.32 https://historicbridges.org/california/malpasocreek/little_img_20231005_130510_small.jpg https://historicbridges.org/california/malpasocreek/little_img_20231005_130510.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/malpasocreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.481708,-121.937124
9036 Big Creek Bridge This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway, and it is noted for its unusual adjustable half-arch spans that cantilever out at the ends. The technical description of the main or most noteworthy span of the bridge is a 167.7 ft (51.11 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by C.O. Sparks and Mundo Engineering Company. 36.070035 -121.600130 CA-1 (Cabrillo Highway) Big Creek Rural Monterey County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 4 0 0 1938 1998 C.O. Sparks and Mundo Engineering Company 7 8 167.7 51.11 587 178.92 23.3 7.1 https://historicbridges.org/california/bigcreekbridge/little_big-creek-bridge_2860620660_o_small.jpg https://historicbridges.org/california/bigcreekbridge/little_big-creek-bridge_2860620660_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/bigcreekbridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.070035,-121.600130
9037 Garrapata Creek Bridge This is one of several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 150.6 ft (45.9 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 36.417380 -121.913810 CA-1 (Cabrillo Highway) Garrapata Creek Rural Monterey County, California California United States Concrete Open Spandrel Deck Arch Fixed 0 1 Concrete T-Beam Fixed 0 7 1931 2023 Unknown 7 7 150.6 45.9 285.4 86.99 24 7.32 https://historicbridges.org/california/garrapata/little_garrapata-creek-bridge_2860748238_o_small.jpg https://historicbridges.org/california/garrapata/little_garrapata-creek-bridge_2860748238_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/garrapata/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.417380,-121.913810
9038 Wildcat Creek Bridge This is the smallest, and only closed spandrel arch, among several concrete arch bridges which enhance the beauty of this famous, iconic highway. The technical description of the main or most noteworthy span of the bridge is a 57 ft (17.37 m) concrete Closed Spandrel deck arch, fixed. The bridge was primarily built by Unknown. 36.497710 -121.935960 CA-1 (Cabrillo Highway) Wildcat Creek Rural Monterey County, California California United States Concrete Closed Spandrel Deck Arch Fixed 0 3 0 0 1933 0 Unknown 6 6 57 17.37 165.7 50.51 34 10.36 https://historicbridges.org/california/wildcatcreek/little_wildcat-creek-bridge_2860827382_o_small.jpg https://historicbridges.org/california/wildcatcreek/little_wildcat-creek-bridge_2860827382_o.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=california/wildcatcreek/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.497710,-121.935960
9039 Zenas King Bowstring Bridge Loramie Creek Bridge, Brandewie Farm Bridge This beautiful bowstring has found a new home in a park setting after serving in two different previous locations. The technical description of the main or most noteworthy span of the bridge is a 68 ft (20.73 m) metal threaded rod-nut connected Bowstring pony truss, fixed. The bridge was primarily built by King Bridge Company of Cleveland, Ohio. 40.288585 -84.127667 Benjamin Trail Amos Lake Sidney Shelby County, Ohio Ohio United States Metal Bowstring Threaded Rod-Nut Connected Pony Truss Fixed 0 1 0 0 1879 2020 King Bridge Company of Cleveland, Ohio 9 9 68 20.73 68 20.73 12.5 3.81 https://historicbridges.org/ohio/zenasking/sidney_20201016_135426.jpg https://historicbridges.org/ohio/zenasking/main.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=ohio/zenasking/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=40.288585,-84.127667
9040 Navajo Bridge Spanning the breathtaking depths of Marble Canyon, the historic Navajo Bridge—an elegant spandrel-braced steel arch—stands as a testament to early 20th-century engineering, linking past and present across the mighty Colorado River. The technical description of the main or most noteworthy span of the bridge is a 616 ft (187.76 m) metal three-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Kansas City Structural Steel Company of Kansas City, Kansas. The bridge was primarily designed by Ralph A. Hoffman. 36.817605 -111.631288 US-89A (Old Alignment) Colorado River Marble Canyon Coconino County, Arizona Arizona United States Metal Solid Ribbed Spandrel Braced Three-Hinged Deck Arch Fixed 0 1 0 4 1928 1995 Kansas City Structural Steel Company of Kansas City, Kansas Ralph A. Hoffman 9 10 616 187.76 834 254.2 0 0 https://historicbridges.org/arizona/navajo/little_pxl_20240918_232542415.jpg https://historicbridges.org/arizona/navajo/little_pxl_20240918_232542415.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/navajo/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=36.817605,-111.631288
9041 Cameron Suspension Bridge This unique suspension bridge has a stiffening truss that is like traditional pin-connected Pratt through truss bridges. The technical description of the main or most noteworthy span of the bridge is a 660 ft (201.17 m) metal through truss stiffening wire cable suspension, fixed. The bridge was primarily built by Midland Bridge Company of Kansas City, Missouri. 35.877223 -111.411879 US-89 (Old Alignment) Little Colorado River Rural Coconino County, Arizona Arizona United States Metal Through Truss Stiffening Wire Cable Suspension Fixed 0 1 0 0 1911 1958 Midland Bridge Company of Kansas City, Missouri 9 10 660 201.17 680 207.26 14.2 4.33 https://historicbridges.org/arizona/cameron/little_pxl_20240918_220057188.jpg https://historicbridges.org/arizona/cameron/little_pxl_20240918_220057188.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/cameron/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=35.877223,-111.411879
9042 Tempe Railroad Bridge This is a large multispan railroad bridge. The technical description of the main or most noteworthy span of the bridge is a 160 ft (48.77 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by American Bridge Company of New York, New York. 33.433363 -111.943881 Railroad (Union Pacific) Salt River (Tempe Town Lake) Tempe Maricopa County, Arizona Arizona United States Metal Pratt Pin-Connected Through Truss Fixed 6 7 Concrete Slab Fixed 0 14 1915 0 American Bridge Company of New York, New York 7 10 160 48.77 1555 473.96 0 0 https://historicbridges.org/arizona/temperr/little_pxl_20240915_222258852.jpg https://historicbridges.org/arizona/temperr/little_pxl_20240915_222258852.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/temperr/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.433363,-111.943881
9043 Tempe Bridge Mill Avenue Bridge This outstanding concrete arch bridge is noted for its architectural details and lack of alteration and deterioration. The technical description of the main or most noteworthy span of the bridge is a 150 ft (45.72 m) concrete Open Spandrel deck arch, fixed. The bridge was primarily built by Lynch-Cannon Engineering Company of Los Angeles, California. The bridge was primarily designed by Arizona Highway Department, R. A. Foffman, Bridge Engineer. 33.433584 -111.941725 Mill Avenue (Southbound) Salt River (Tempe Town Lake) Tempe Maricopa County, Arizona Arizona United States Concrete Open Spandrel Deck Arch Fixed 0 10 Concrete T-Beam Fixed 0 2 1931 1994 Lynch-Cannon Engineering Company of Los Angeles, California Arizona Highway Department, R. A. Foffman, Bridge Engineer 8 10 150 45.72 1577 480.67 36 10.97 https://historicbridges.org/arizona/tempebridge/little_dsc_0157.jpg https://historicbridges.org/arizona/tempebridge/little_dsc_0157.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/tempebridge/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=33.433584,-111.941725
9044 Midgley Bridge Located on the edge of Sedona city limits is this impressive steel arch that compliments the beautiful canyon it spans. The technical description of the main or most noteworthy span of the bridge is a 240 ft (73.15 m) metal two-hinged Solid Ribbed Spandrel Braced deck arch, fixed. The bridge was primarily built by Lewis Brothers of Phoenix, Arizona. The bridge was primarily designed by US Bureau of Public Roads. 34.885380 -111.742370 AZ-89A Wilson Canyon Sedona Coconino County, Arizona Arizona United States Metal Solid Ribbed Spandrel Braced Two-Hinged Deck Arch Fixed 0 1 Metal Stringer (Multi-Beam) Fixed 0 Continuous 3 1938 0 Lewis Brothers of Phoenix, Arizona US Bureau of Public Roads 7 9 240 73.15 374 114 0 0 https://historicbridges.org/arizona/midgley/little_pxl_20240918_002115026.jpg https://historicbridges.org/arizona/midgley/little_pxl_20240918_002115026.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/midgley/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.885380,-111.742370
9045 Granite Creek Railroad Bridge Santa Fe, Prescott & Phoenix Railroad Bridge No. 92 This beautiful historic railroad bridge was adaptively The technical description of the main or most noteworthy span of the bridge is a 124 ft (37.8 m) metal pin-connected Pratt through truss, fixed. The bridge was primarily built by Unknown. 34.545468 -112.471359 Pedestrian Walkway North Granite Street and Granite Creek Prescott Yavapai County, Arizona Arizona United States Metal Pratt Pin-Connected Through Truss Fixed 6 1 0 0 1910 2020 Unknown 6 8 124 37.8 124 37.8 0 0 https://historicbridges.org/arizona/prescott/little_dsc_0241.jpg https://historicbridges.org/arizona/prescott/little_dsc_0241.jpg https://historicbridges.org/bridges/browser/?bridgebrowser=arizona/prescott/ https://bridgehunter.com/scripts/search.cgi?format=location&ll=34.545468,-112.471359