Status: Open to traffic
Location: 40.727066,-95.959249
Carries North 53rd Road over Big Slough
Design: truss/pony
Design Details: Pony truss
Total Length: 100.1 Feet
Span Length: 49.9 Feet
Overview: Pony truss bridge over Big Slough on N 53rd Rd, 3.2 mi. east and 4.2 mi. north of Dunbar
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Closed to traffic, some decking is missing
Location: 40.740504,-95.953684
Carries CR-D over Big Slough
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 118.1 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over Big Slough on CR-D, 4.8 mi. north and 3.7 mi. east of Dunbar
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
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360959
Photo taken by Ronnie Earnest in August 2016
360960
Photo taken by Ronnie Earnest in August 2016
360961
Photo taken by Ronnie Earnest in August 2016
360962
Photo taken by Ronnie Earnest in August 2016
360963
Photo taken by Ronnie Earnest in August 2016
360965
Photo taken by Ronnie Earnest in August 2016
360966
Photo taken by Ronnie Earnest in August 2016
360967
Photo taken by Ronnie Earnest in August 2016
Status: Closed to all traffic
Location: 40.639207,-96.150558
Carries Angle Road over Brownell Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 83.0 Feet
Span Length: 49.9 Feet
Overview: Pony truss bridge over Brownell Creek on Angle Road, 1 mi. south and 1.5 mi. east of Syracuse
History: Built 1910
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.624533,-96.150901
Carries CR-L over Brownell Creek
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 100.1 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over Brownell Creek on CR-L, 2 mi. south and 1.5 mi. east of Syracuse
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.765340,-96.050673
Carries 44th Road over Flood Creek
Design: truss/pony/pratt-half
Design Details: 3-panel, Half-hip Pratt pony truss
Total Length: 63.0 Feet
Span Length: 44.9 Feet
Overview: Pony truss bridge over Flood Creek on 44th Road, 3.5 mi. east and 2.7 mi. north of Otoe
History: Built 1901
Built: 1901
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.652442,-95.992024
Carries CR 50 (50th Road) over Fox Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 61.0 Feet
Span Length: 60.0 Feet
Overview: Lost pony truss bridge over Fox Creek on CR 50 (50th Rd), 1.6 mi. east and 1 mi. south of Dunbar
History: Built 1910
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.693360,-96.331791
Carries N. 14th Road over Little Nemaha River
Design: truss/pony
Design Details: Pony truss
Total Length: 90.9 Feet
Span Length: 60.0 Feet
Overview: Lost pony truss bridge over Little Nemaha River on N. 14th Road, 3 mi. west and .5 mi. north of Unadilla
History: Built ca. 1935; rehabilitated 1983; replaced 2007
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.666598,-96.236545
Carries CR 24 (24th Road) over Little Nemaha River
Design: truss/pony/pratt
Design Details: Pin-connected, 4-panel Pratt pony truss
Total Length: 232.0 Feet
Span Length: 65.0 Feet
Overview: Lost pony truss bridge over Little Nemaha River on CR 24 (24th Road), 1.5 mi. east and .8 mi. south of Unadilla
History: Built 1901; rehabilitated 1985
Built: 1901
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Intact but closed to all traffic
Location: 40.696487,-96.349442
Carries CR 12 (12th Road) over Little Nemaha River
Design: truss/pony/pratt
Design Details: Pin-connected, 4-panel Pratt pony truss
Total Length: 103.0 Feet
Span Length: 60.0 Feet
Overview: Lost pony truss bridge over Little Nemaha River on CR 12 (12th Road), 1.7 mi. east and .3 mi. south of Palmyra
History: Built 1905
Built: 1905
Location: Otoe County
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208213
Photo taken by James McCray
208214
Photo taken by James McCray
208215
Photo taken by James McCray
208216
Photo taken by James McCray
208217
Photo taken by James McCray
208218
Photo taken by James McCray
208219
Photo taken by James McCray
208220
Photo taken by James McCray
208221
Photo taken by James McCray
208222
Photo taken by James McCray
208223
Photo taken by James McCray
208224
Photo taken by James McCray
Status: Open to traffic
Location: 40.586564,-96.255401
Carries CR-22 over Muddy Creek
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 95.1 Feet
Span Length: 59.1 Feet
Overview: Pony truss bridge over Muddy Creek on CR-22, 2.2 mi. east and 3.5 mi. north of Burr
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: This bridge is demolished and replaced.
Location: 40.563579,-96.160493
Carries CR-32 over Muddy Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 232.0 Feet
Span Length: 80.1 Feet
Overview: Lost pony truss bridge over Muddy Creek on CR-32, 1 mi. east and 6.2 mi. south of Syracuse
History: Built 1910; replaced 2004
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Intact but closed to all traffic
Location: 40.589367,-96.274034
Carries CR-20 over Muddy Creek
Design: truss/pony/pratt-half
Design Details: 3-panel, Half-hip Pratt pony truss
Total Length: 83.0 Feet
Span Length: 49.9 Feet
Overview: Pony truss bridge over Muddy Creek on CR-20, 1.2 mi. east and 3.6 mi. north of Burr
History: Built 1906
Built: 1906
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.566599,-95.823166
Carries CR P (P Road) over North Branch Camp Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 90.9 Feet
Span Length: 69.9 Feet
Overview: Pony truss bridge over North Branch Camp Creek on CR P (P Road), 7 mi. south and 1 mi. east of Nebraska City
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a concrete culvert
Location: 40.769666,-96.195021
Carries CR-B over North Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: 3-panel, half-hip Pratt pony truss
Total Length: 65.9 Feet
Span Length: 49.9 Feet
Overview: Lost pony truss bridge over North Fork Little Nemaha River on CR-B, 7 mi. north and .2 mi. west of Syracuse
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.706504,-96.083326
Carries CR 40 (40th Road) over North Fork Little Nemaha River
Design: truss/pony/pratt-half
Design Details: Half-hip Pratt pony truss
Total Length: 79.1 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over North Fork Little Nemaha River on CR 40, 3 mi. north and 4.8 mi. east of Syracuse
History: Built 1935; rehabilitated 1995
Built: 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Intact but closed to all traffic
Location: 40.771811,-96.197467
Carries CR-28 over North Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: 4-panel, half-hip Pratt pony truss
Total Length: 70.9 Feet
Span Length: 69.9 Feet
Overview: Pony truss bridge over North Fork Little Nemaha River on CR-28, .5 mi. west and 7.2 mi. north of Syracuse
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.711401,-96.087796
Carries CR-F over North Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 112.9 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over North Fork Little Nemaha River on CR-F, 1.8 mi. east and 1 mi. south of Otoe
History: Built 1910
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Closed to all traffic
Location: 40.697752,-96.070436
Carries CR-G over North Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: Pin-connected, 4-panel Pratt pony truss
Total Length: 70.9 Feet
Span Length: 69.9 Feet
Overview: Pony truss bridge over North Fork Little Nemaha River on CR-G, 2 mi. north and 5.8 mi. east of Syracuse
History: Built 1911
Built: 1911
Location: Otoe County
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274999
File:Little Nemaha G Rd bridge from US 1.JPG
Photo taken by Wikipedia user Ammodramus
275000
File:Little Nemaha G Rd bridge from E 1.JPG
Photo taken by Wikipedia user Ammodramus
275001
File:Little Nemaha G Rd bridge from DS 1.JPG
Photo taken by Wikipedia user Ammodramus
275002
File:Little Nemaha G Rd bridge from DS 2.JPG
Photo taken by Wikipedia user Ammodramus
Status: Open to traffic, 3 to 6 ton weight limit
Location: 40.581095,-96.025401
Carries CR-O over North Fork Little Nemaha River
Design: truss/through/pratt
Design Details: Pratt through truss with timber stringers and timber deck, no runners. East approach is a steel stringer span, 30ft long. West approach is a steel stringer span, 40ft long.
Total Length: 171.9 Feet
Span Length: 100.1 Feet
Overview: Pratt through truss bridge over North Fork Little Nemaha River on CR-O, 1 mi. south of Lorton
History: Built 1895
Built: 1895
Location: Otoe County
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240838
Overview
View facing south east
Photo taken by Fmiser in September 2012
240839
East Portal
Lateral timber decking over timber stringers on the main span and steel stringers on the approaches.
Photo taken by Fmiser in September 2012
244722
Timber decking on the approach span
The gravel roadway as it meets the east approach.
Photo taken by Fmiser in September 2012
244723
Railing
East end of the south lattice railing and part of the end post. The lattice slats are woven, and riveted only at the ends.
Photo taken by Fmiser in September 2012
244724
End Joint
South web, east end post lower joint. Notice the square nuts. Based on other evidence on site, I suspect they are original. Certainly they are not a recent repair.
Photo taken by Fmiser in September 2012
244725
End post
South web, east end post built up beam. Note the J bolt holding the railing. Vise Grip 5WR for scale.
Photo taken by Fmiser in September 2012
244726
Railing attachment
South web, east end post and railing. The railing top is a pair of angle stock up to the end post, after which it's a single. The lattice slats are woven and riveted only at the ends. A "J" bolt attaches the railing to the end post. Vise Grip 5WR for scale
Photo taken by Fmiser in September 2012
244727
Hip vertical lower joint
Hip vertical lower joint, viewed from on top. 5WR Vise Grips are clamped to one of the upset eye bars of the lower chord. Note the forged double loop on the hip vertical rod.
Photo taken by Fmiser in September 2012
244728
Side view of the hip vertical lower joint.
The square hip vertical rod lower end has a forged double-loop.
Photo taken by Fmiser in September 2012
244729
End post underside
Underside of the end post shows the 90 degree V-lacing.
Photo taken by Fmiser in September 2012
244730
Vertical strut
Vertical strut with 90 degree V-lacing on the inner and outer sides. Lattice railing is attached to a riveted angle with square nuts. A round counter brace is on the left, and a pair of eye-bar diagonals on the right.
Photo taken by Fmiser in September 2012
244731
Portal brace.
Looking out at the A-frame portal brace on the east end of the bridge.
Photo taken by Fmiser in September 2012
244732
Top joint
Vertical strut top joint.
Photo taken by Fmiser in September 2012
244733
Vertical, detail view
Detail view of a vertical strut and the 90 degree V-lacing. 5WR Vise Grips for scale.
Photo taken by Fmiser in September 2012
244734
Long pin
The pin is too long. Way too long. The round counter brace is in the foreground.
Photo taken by Fmiser in September 2012
244735
West bent and approach
Welded steel channel bent supporting the west end of the bridge and the west approach span. The bent appears to be much newer than the bridge, and the approach span uses noticeably different construction, so I suspect the bridge was moved here.
Photo taken by Fmiser in September 2012
244736
Barrel view, east
Facing east. The approach span has low welded railing, and - not visible - steel stringers.
Photo taken by Fmiser in September 2012
244737
Decking nails
Many of the deck timber nails are coming out. This is one of them. The nail shank is about 0.25 inches in diameter.
Photo taken by Fmiser in September 2012
244738
East bent
East bent, with a timber break water or brace.
Photo taken by Fmiser in September 2012
244739
Overview
Oblique overview, facing south west.
Photo taken by Fmiser in September 2012
244740
East bent brace
Looking down at the timber brace on the north side of the east bent.
Photo taken by Fmiser in September 2012
244741
Steel mill
The text "Carnegie" is visible in the the endpost.
Photo taken by Fmiser in September 2012
244742
Loose lower joint
Hip vertical on the east end of the north web. The vertical rod has a forged double loop. The pin nut is not tight, but it could be the correct length pin - unlike another pin on the bridge.
Photo taken by Fmiser in September 2012
244743
Barrel view, west
Barrel view facing west. Timber deck without runners, lattice railing, and A-frame portal brace are vis ible.
Photo taken by Fmiser in September 2012
244744
Eastern approach.
Driving west, the view approaching with the clearance and weight limits signs.
Photo taken by Fmiser in September 2012
244745
Local traffic
A local farmer driving his 1-ton pickup over the bridge. I choose not to because of the quantity and size of the protruding nails.
Photo taken by Fmiser in September 2012
Status: Closed to all traffic
Location: 40.653490,-96.017783
Carries CR J over North Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 112.9 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over North Fork Little Nemaha River on CR J, .3 mi. east and .8 mi. south of Dunbar
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.595619,-96.018024
Carries NE 67 over North Fork Little Nemaha River
Design: truss/through/pratt
Design Details: Riveted Pratt through truss with poured in place concrete deck
Total Length: 192.6 Feet
Span Length: 187.7 Feet
Overview: Lost through truss bridge over North Fork Little Nemaha River on NE 67, at Lorton
History: Built 1951; replaced 2017
Built: 1951
Location: Otoe County
View Bridge Information In Wayback Machine
244746
River sign
Roadsign on the west end of the bridge.
Photo taken by Fmiser in September 2012
244747
View east
View along the bridge, facing east. Notice the damage to the portal brace.
Photo taken by Fmiser in September 2012
244748
Detail view of the damage
Photo taken by Fmiser in September 2012
244749
Hip vertical
The complex joint on the west end of the south web because of the bridge skew.
Photo taken by Fmiser in September 2012
244750
Sway braces
Facing east, a view of the overhead lateral bracing and sway bracing. Notice that the lower beam of every single sway brace has been hit - probably by the same load. The west portal brace is especially damaged.
Photo taken by Fmiser in September 2012
244751
Brace damage
Detail view of one of the lower sway brace beams showing the damage.
Photo taken by Fmiser in September 2012
244752
Weight limit sign
Weight capacity sign on the south west end of the bridge. The text is “Capacity 20 tons S-32 (5)-1 1951”
Photo taken by Fmiser in September 2012
244753
Top chord
Underside of the endpost showing the 60 degree V-lacing and what appears to be a painted galvanizing.
Photo taken by Fmiser in September 2012
244754
Wing wall
The south west abutment wing wall timbers.
Photo taken by Fmiser in September 2012
244755
End joint
South web, east end joint. Labels suggest the pipe across the bottom carries water.
Photo taken by Fmiser in September 2012
244756
Bearing
South web, east end bearing. The weather was not hot so temperature expansion does not explain the large movement of the bearing.
Photo taken by Fmiser in September 2012
244757
Lower chord
Lower chord, south web, viewed facing east. The beam is built up using two shallow channels on the sides and battens on the top and bottom.
Photo taken by Fmiser in September 2012
244758
Railing
The deck is poured in place concrete with the guardrails attached to the deck curb, not the truss.
Photo taken by Fmiser in September 2012
244759
Underside
Underneath a diaphragm between I-beam stringers.
Photo taken by Fmiser in September 2012
244760
End joint detail
The channel at the lower endpost joint with Vise Grip 5WR attached for scale.
Photo taken by Fmiser in September 2012
244761
End panel
The two wester panels of the north web.
Photo taken by Fmiser in September 2012
244762
End post
Underside of the endpost with 60 degree V-lacing and Vise Grip 5WR attached for scale. The weight rating sign is visible in the lower right corner of the image.
Photo taken by Fmiser in September 2012
244763
Panel
Fourth panel from the west on the north web. The diagonal is a rolled I-beam. The lengthwise horizontal brace about halfway up is built-up from two angles and V-laced.
Photo taken by Fmiser in September 2012
244764
Center panel
Center panel, with counters made from built-up beams composed of two angles V-laced. There is a lengthwise horizontal brace about halfway up that uses the same construction. Also visible are the V-laced diagonal lateral braces.
Photo taken by Fmiser in September 2012
244765
Overhead bracing
The lateral braces are V-laced (in a horizontal plane), and the sway braces (in a vertical plane) are solid.
Photo taken by Fmiser in September 2012
244766
Lateral brace joint
Detail view of the intersection of two diagonal lateral braces.
Photo taken by Fmiser in September 2012
244767
Portal
East portal brace and north web.
Photo taken by Fmiser in September 2012
244768
Overview
Oblique overview facing north west.
Photo taken by Fmiser in September 2012
244769
Lower joint
South web, lower joint with one diagonal.
Photo taken by Fmiser in September 2012
244770
Lower joint
South web, lower joint with diagonal brace and V-laced counter brace.
Photo taken by Fmiser in September 2012
244771
Timber piles
Just north of the bridge are the remains of timber piles. Possibly from an earlier bridge. I did not see evidence of a railroad.
Photo taken by Fmiser in September 2012
244772
Sunset through the truss
The setting sun beyond the bridge. The damaged western portal brace is visible.
Photo taken by Fmiser in September 2012
244773
Upper joint
Visible are the I-beam vertical and diagonal members, the top chord built-up from two channels and a flat plus V-lacing, the diagonal lateral braces of built-up beams made of two angles and V-lacing, the I-beam lateral strut, and the angle stock of the diagonal sway brace.
Photo taken by Fmiser in September 2012
244774
River view.
View north of the Little Nemaha river.
Photo taken by Fmiser in September 2012
276155
NE 67 North Fork Little Nemaha River Bridge
Photo taken by Jack Schmidt July 2009
276156
NE 67 North Fork Little Nemaha River Bridge
Photo taken by Jack Schmidt July 2009
318962
Looking West
Photo taken by Mark Frazier in March 2015
318963
SE Corner
Downstream, left descending bank
Photo taken by Mark Frazier in March 2015
318964
Damage
Something hit every one of the upper crossbeams, doing nearly identical damage, so guessing it didn't even slow the driver down.
Photo taken by Mark Frazier in March 2015
Status: Open to traffic
Location: 40.580830,-95.892367
Carries CR O over Rock Creek
Design: truss/pony/pratt-half
Design Details: Half-hip Pratt pony truss
Total Length: 60.0 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over Rock Creek on CR O, 1 mi. south and 6.7 mi. east of Lorton
History: Built 1910
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.536944,-95.802500
Carries COLL 7904 over South Branch Camp Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 79.1 Feet
Span Length: 39.0 Feet
Overview: Pony truss bridge over South Branch Camp Creek on COLL 7904
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.560184,-96.345364
Carries CR-14 over South Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 61.0 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over South Fork Little Nemaha River on CR-14, 2 mi. west and 1.5 mi. north of Burr
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.546653,-96.331373
Carries CR 14 over South Fork Little Nemaha River
Design: truss/pony/warren/alt-verticals
Design Details: Warren pony truss with alternating verticals
Total Length: 70.9 Feet
Span Length: 69.9 Feet
Overview: Pony truss bridge over South Fork Little Nemaha River on CR 14, 1.3 mi. west and .7 mi. north of Burr
History: Built 1925
Built: 1925
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.526049,-96.274464
Carries CR-20 over South Fork Little Nemaha River
Design: truss/pony/pratt
Design Details: Four panel pin-connected Pratt pony truss
Total Length: 107.0 Feet
Span Length: 69.9 Feet
Overview: Pony truss bridge over South Fork Little Nemaha River on CR-20
History: Built 1910
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.537690,-96.103148
Carries FAS 3680 over South Fork Little Nemaha River
Design: truss/through
Design Details: Through truss
Total Length: 268.1 Feet
Span Length: 187.0 Feet
Overview: Through truss bridge over South Fork Little Nemaha River on FAS 3680
History: Built 1963
Built: 1963
Location: Otoe County
View Bridge Information In Wayback Machine
336326
Barrel view facing east
Photo by Cherine Bartels Parde via Facebook
Status: Open to traffic
Location: 40.551826,-96.099134
Carries CR Q over South Fork Little Nemaha River
Design: truss/through
Design Details: Through truss
Total Length: 184.1 Feet
Span Length: 145.0 Feet
Overview: Through truss bridge over South Fork Little Nemaha River on CR Q, 7 mi. south and 4.3 mi. east of Syracuse
History: Built 1915
Built: 1915
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Intact but closed to all traffic
Location: 40.523186,-96.086051
Carries 738 Road over Spring Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 62.0 Feet
Span Length: 60.0 Feet
Overview: Pony truss bridge over Spring Creek on 738 Road
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.666332,-96.425800
Carries S. 4th Road over Branch of Silver Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 61.0 Feet
Span Length: 60.0 Feet
Overview: Lost pony truss bridge a branch of Silver Creek on S. 4th Road, 1.5 mi. west and 2.4 mi. south of Palmyra
History: Built ca. 1935; replaced 2011
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.740471,-96.340444
Carries CR-D over Unnamed stream
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 49.9 Feet
Span Length: 48.9 Feet
Overview: Pony truss bridge over an unnamed stream on CR-D, 2.2 mi. north and 2.4 mi. east of Palmyra
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.575000,-96.358333
Carries County road over Unnamed stream
Design: truss/pony
Design Details: Pony truss
Total Length: 30.8 Feet
Span Length: 29.9 Feet
Overview: Pony truss bridge over an unnamed stream on a county road, 1.2 mi. east and 1 mi. south of Douglas
History: Built 1907
Built: 1907
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.667465,-96.068008
Carries CR 42 (42nd Road) over Unnamed stream
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 70.9 Feet
Span Length: 69.9 Feet
Overview: Pony truss bridge over an unnamed stream on CR 42 (42nd Road), 1.8 mi. west of Dunbar
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
208208
Photo taken by James McCray
208209
Photo taken by James McCray
208210
Photo taken by James McCray
208211
Photo taken by James McCray
208212
Photo taken by James McCray
Status: Open to traffic
Location: 40.655000,-96.190000
Carries COLL 7906 over Unnamed stream
Design: arch/deck
Design Details: Arch
Total Length: 28.9 Feet
Span Length: 26.9 Feet
Overview: Concrete arch bridge over an unnamed stream on COLL 7906
History: Built 1915
Built: 1915
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.653686,-96.151931
Carries CR-J over Unnamed stream
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 42.0 Feet
Span Length: 41.0 Feet
Overview: Pony truss bridge over an unnamed stream on CR-J, 1.4 mi. east of Syracuse
History: Built ca. 1935
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.566418,-95.890079
Carries CR P (P Road) over Rock Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 69.9 Feet
Span Length: 49.9 Feet
Overview: Lost pony truss bridge over Rock Creek on CR P (P Road), 2 mi. south and 6.4 mi. east of Lorton
History: Built 1910; replaced 2011
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Replaced by a new bridge
Location: 40.523064,-95.826599
Carries CR S/738 Road over Tributary of South Branch Camp Creek
Design: truss/pony
Design Details: Pony truss
Total Length: 77.1 Feet
Span Length: 49.9 Feet
Overview: Pony truss bridge over a tributary of South Branch Camp Creek on CR S/738 Road
History: Built ca. 1935; replaced 2006
Built: ca. 1935
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Open to traffic
Location: 40.712458,-96.006852
Carries CR-50 over Wilson Creek
Design: truss/bedstead/pratt
Design Details: Bedstead Pratt pony truss
Total Length: 41.0 Feet
Span Length: 40.0 Feet
Overview: Pony truss bridge over Wilson Creek on CR-50, 5.8 mi. east and .6 mi. south of Otoe
History: Built 1910
Built: 1910
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Closed to all traffic
Location: 40.696963,-96.007160
Carries CR-G over Wilson Creek
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 65.0 Feet
Span Length: 64.0 Feet
Overview: Pony truss bridge over Wilson Creek on CR-G, 1.8 mi. north and .9 mi. east of Dunbar
History: Built 1911
Built: 1911
Location: Otoe County
View Bridge Information In Wayback Machine
Status: Closed to all traffic
Location: 40.784080,-95.915843
Carries Van Dorn Street over Wolf Creek
Design: truss/through/pratt
Design Details: Pin-connected Pratt through truss.
Total Length: 77.1 Feet
Span Length: 76.1 Feet
Overview: Through truss bridge over Wolf Creek on Van Dorn Street
History: Built 1889 by King Bridge Co.
Built: 1889
Location: Otoe County
View Bridge Information In Wayback Machine
167549
Oblique View.
From Historic Bridge Inventory
275623
File:Wolf Creek bridge (Otoe Co) deck 1.JPG
Photo taken by Wikipedia user Ammodramus
275624
File:Wolf Creek bridge (Otoe Co) deck 2.JPG
Photo taken by Wikipedia user Ammodramus
275625
File:Wolf Creek bridge (Otoe Co) E square panel 1.JPG
Photo taken by Wikipedia user Ammodramus
275628
File:Wolf Creek bridge (Otoe Co) E square panel 2.JPG
Photo taken by Wikipedia user Ammodramus
275632
File:Wolf Creek bridge (Otoe Co) from N 1.JPG
Photo taken by Wikipedia user Ammodramus
275633
File:Wolf Creek bridge (Otoe Co) lower connection 1.JPG
Photo taken by Wikipedia user Ammodramus
275634
File:Wolf Creek bridge (Otoe Co) upper connection 1.JPG
Photo taken by Wikipedia user Ammodramus
275635
File:Wolf Creek bridge (Otoe Co) upper connection 2.JPG
Photo taken by Wikipedia user Ammodramus
Status: Highway bridge replaced by new bridge
Location: 40.670384,-95.830593
Carries NE 2 over Missouri River
Design: truss/through/warren
Design Details: Cantilevered Warren through truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Lost through truss bridge over Missouri River on NE 2
History: Built 1930; replaced 1983
Built: 1930
Location: Otoe County
View Bridge Information In Wayback Machine
158035
Overall View Of Bridge, Waubonsie Highway Bridge (1930), And Missouri River; View To Northeast
Photo taken by Historic American Engineering Record
158036
Southwest Portal And Southeast Web Of Through Trusses; View To Northeast
Photo taken by Historic American Engineering Record
158037
Southwest Portal And Southwest Web Ot Through Trusses, Showing Top Chord Details; View To Northeast
Photo taken by Historic American Engineering Record
158038
Northwest Web Of Deck Truss And Through Trusses; View To Southwest
Photo taken by Historic American Engineering Record
158039
Northwest Web And Floor Structure Of Through Trusses; View To Southwest
Photo taken by Historic American Engineering Record
496195
Waubonsie Bridge
Photo from old postcard
496196
Waunonsie Bridge
Photo from old postcard
497945
Waubonsie Bridge
1940s view
Photo from old postcard
Status: Line abandoned in 1982; Removed in 1984
Location: 40.670249,-95.830699
Carries BN Railroad over Missouri River
Design: truss/through/whipple
Design Details: Main spans: Two Whipple through trusses
Approach: One Whipple deck truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Lost Whipple through truss bridge over Missouri River
History: Built 1888 under the direction of George S. Morison
Built: 1888
Location: Otoe County
View Bridge Information In Wayback Machine
118094
Overall View Of Bridge And Missouri River; View To Northwest
Photo taken by Historic American Engineering Record
118095
Overall View Of Bridge, Waubonsie Highway Bridge (1930), And Missouri River; View To Northeast
Photo taken by Historic American Engineering Record
118096
Overall View Of Bridge, Waubonsie Highway Bridge, And Missouri River; View To North
Photo taken by Historic American Engineering Record
118097
Southwest Portal And Southeast Web Of Through Trusses; View To Northeast
Photo taken by Historic American Engineering Record
118098
Southwest Portal And Southwest Web Ot Through Trusses, Showing Top Chord Details; View To Northeast
Photo taken by Historic American Engineering Record
118099
Northwest Web Of Deck Truss And Through Trusses; View To Southwest
Photo taken by Historic American Engineering Record
118100
Northwest Web Of Deck Truss; View To Southwest
Photo taken by Historic American Engineering Record
118101
Northwest Web And Floor Structure Of Through Trusses; View To Southwest
Photo taken by Historic American Engineering Record
118102
Southeast Web Of Through Trusses; View To Northwest
Photo taken by Historic American Engineering Record
118103
Southeast Web And Floor Structure Of Through Trusses; View To Northwest
Photo taken by Historic American Engineering Record
118104
Southeast Web And Floor Structure Of Through Trusses; View To Northeast
Photo taken by Historic American Engineering Record
118105
Southeast Web Of Middle Truss; View To Northwest
Photo taken by Historic American Engineering Record
118106
Northwest Web Of Through Trusses; View To Northeast
Photo taken by Historic American Engineering Record
118107
Southeast Web Of Through Trusses, With Grain Barge In Foreground; View To Northwest
Photo taken by Historic American Engineering Record
118108
Southeast Web And Floor Structure Of Through Spans; View To North
Photo taken by Historic American Engineering Record
118109
Northwest Web Of Deck Truss; View To Southeast
Photo taken by Historic American Engineering Record
118110
Northwest Web Of Deck Truss; View To Northeast
Photo taken by Historic American Engineering Record
118111
Southwest (Nebraska) Portal; View To Northeast
Photo taken by Historic American Engineering Record
118112
Northeast (Iowa) Portal; View To Southwest
Photo taken by Historic American Engineering Record
118113
Deck/Vertical/Diagonal/Upper Strut Detail; View To Southwest
Photo taken by Historic American Engineering Record
118114
Pier No. Iii Detail; View To Northwest
Photo taken by Historic American Engineering Record
118115
Pier No. Iv Detail, With Detail Of Southwest Portal And Southeast Web Of Through Truss; View To North
Photo taken by Historic American Engineering Record
118116
Southeast Web And Floor Structure Detail Of Through Truss; View To North
Photo taken by Historic American Engineering Record
118117
Lower Chord/Floor Structure Detail Of Through Truss; View To North
Photo taken by Historic American Engineering Record
118118
Lower Chord/Floor Structure Detail Of Through Truss; View To West
Photo taken by Historic American Engineering Record
118119
Lower Chord/Floor Structure Detail Of Through Truss; View To Northwest
Photo taken by Historic American Engineering Record
118120
Portal Bracing Detail Of Through Truss, Showing Name And Date Plates; View To Northeast
Photo taken by Historic American Engineering Record
118121
Lower Chord/Floor Beam/Vertical Detail Of Through Truss; View To East
Photo taken by Historic American Engineering Record
118122
Lower Chord/Floor Beam/Vertical Detail Of Through Truss; View To East
Photo taken by Historic American Engineering Record
118123
Lower Chord/Floor Beam/Vertical Detail Of Through Truss; View To East
Photo taken by Historic American Engineering Record
118124
Lower Chord/Floor Beam/Vertical Detail Of Through Truss; View To South
Photo taken by Historic American Engineering Record
118125
Lower Chord/Floor Beam/Vertical Detail Of Through Truss; View To South
Photo taken by Historic American Engineering Record
118126
Bearing Shoe/End Post Detail Of Through Truss; View To Southwest
Photo taken by Historic American Engineering Record
118127
Lower Chord/Vertical Detail Of Deck Truss; View To South
Photo taken by Historic American Engineering Record
118128
Bearing Shoe/End Post/Trestle Bent Detail Of Deck Truss; View To South
Photo taken by Historic American Engineering Record
118129
Diagonal/Vertical Detail Of Through Truss; View To East
Photo taken by Historic American Engineering Record
118130
Diagonal/Vertical Detail Of Through Truss; View To East
Photo taken by Historic American Engineering Record
118131
Upper Chord/Portal Bracing/End Post Detail Of Through Truss; View To South
Photo taken by Historic American Engineering Record
118132
Upper Chord/Vertical/Strut/Sway Bracing Detail Of Through Truss; View To South
Photo taken by Historic American Engineering Record
118133
Deck Girder Approach Span On Northeast End Of Bridge; View To Northwest
Photo taken by Historic American Engineering Record
118134
Photocopy Of Historic Photograph, Original Negative In The Possession Of John R. Morison, Peterborough, New Hampshire. Photographer Unknown, 12 May 1988. Constuction Of Abutment 'A' On Nebraska Shore
Photo taken by Historic American Engineering Record
118135
Photocopy Of Historic Photograph, Original Negative In The Possession Of John R. Morison, Peterborough, New Hampshire. Photographer Unknown, 21 May 1888, 3:30 P.M. Erection Of Eastern Through Truss And Deck Truss, Showing Travelers
Photo taken by Historic American Engineering Record
118136
Photocopy Of Historic Photograph, Original Negative In The Possession Of John R. Morison, Peterborough, New Hampshire. Photographer Unknown, 8 June 1988, 5:00 P.M. Erection Of Deck Truss, Showing Traveler
Photo taken by Historic American Engineering Record
118137
Photocopy Of Historic Photograph, Original Negative In The Possession Of John R. Morison, Peterborough, New Hampshire. Photographer Unknown, 8 June 1888, 5:00 P.M. Erection Of Deck Truss, Showing Traveler
Photo taken by Historic American Engineering Record
118138
Photocopy Of Historic Photograph, Original Negative In The Possession Of John R. Morison, Peterborough, New Hampshire. Photographer Unknown, Circa June-July, 1888. Erection Of Trestle On East Approach
Photo taken by Historic American Engineering Record
118139
Photocopy Of Historic Photograph, Original Negative In The Possession Of John R. Morison, Peterborough, New Hampshire. Photographer Unknown, 22 August 1888. Train Crossing Bridge, Showing South Web Of Trusses
Photo taken by Historic American Engineering Record
118140
Photocopy Of Historic Photograph, From George S. Morison'S The Nebraska City Bridge, 1892. Photographer Unknown, Circa 1888. South Web Of Bridge
Photo taken by Historic American Engineering Record
207484
Overview
All that remains of this bridge is its portal decoration and it now is located at the entrance of Steinhart Park in Nebraska City, NE.
Photo taken by James McCray
207485
Photo taken by James McCray
207486
Photo taken by James McCray
Status: Open to traffic
Location: 40.676085,-95.878435
Carries Steinhart Pk Road over South Table Creek
Design: arch/through
Design Details: Timber through arch
Total Length: 126.0 Feet
Span Length: 125.0 Feet
Overview: Through arch bridge over South Table Creek on Steinhart Pk Road
History: Built 1998
Built: 1998
Location: Otoe County
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207457
Photo taken by James McCray
207458
Photo taken by James McCray
207459
Photo taken by James McCray
207460
Photo taken by James McCray
207461
Photo taken by James McCray
207462
Photo taken by James McCray
207463
Photo taken by James McCray
207464
Photo taken by James McCray
207465
Photo taken by James McCray
207466
Photo taken by James McCray
207467
Photo taken by James McCray
207468
Photo taken by James McCray
207469
Photo taken by James McCray
207470
Photo taken by James McCray
207471
Photo taken by James McCray
207472
Photo taken by James McCray
207473
Photo taken by James McCray
207474
Photo taken by James McCray
207475
Photo taken by James McCray
207476
Photo taken by James McCray
207477
Photo taken by James McCray
207478
Photo taken by James McCray
207479
Photo taken by James McCray
207480
Photo taken by James McCray
207481
Photo taken by James McCray
207482
Photo taken by James McCray
207483
Photo taken by James McCray
276108
Steinhart Park Road Bridge
Photo taken by Jack Schmidt July 2009
276109
Steinhart Park Road Bridge
Photo taken by Jack Schmidt July 2009
276110
Steinhart Park Road Bridge-sign
Photo taken by Jack Schmidt July 2009
276111
Steinhart Park Road Bridge-sign
Photo taken by Jack Schmidt July 2009
Status: Closed to all traffic; scheduled to be replaced in 2013 after SHPO claimed it was not historic
The park plans to replace this bridge with a newer pedestrian bridge since this bridge is deemed unsafe for pedestrians. The park has stated that the bridge will be replaced within two years.
Location: 40.675324,-95.875090
Carries a pedestrian walkway over South Table Creek
Design: truss/pony/bowstring
Design Details: Bowstring pony truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Bowstring pony truss bridge over South Table Creek on a pedestrian walkway
History:
Built:
Location: Otoe County
View Bridge Information In Wayback Machine
206578
Overview
This is an authentic bowstring pony truss bridge. Steinhart Park has reported that this bridge was formerly a vehicle bridge that was relocated to the park and narrowed so it can be used as a pedestrian bridge. Unfortunately, this bridge is to be replaced soon because it is deemed unsafe for pedestrians.
Photo taken by James McCray
206579
Photo taken by James McCray
206580
Photo taken by James McCray
206581
Photo taken by James McCray
206582
Photo taken by James McCray
206583
Photo taken by James McCray
206584
Photo taken by James McCray
206585
Photo taken by James McCray
206586
Photo taken by James McCray
206587
Photo taken by James McCray
206588
Photo taken by James McCray
206589
Photo taken by James McCray
206590
Photo taken by James McCray
206591
Photo taken by James McCray
206592
Photo taken by James McCray
206593
Photo taken by James McCray
206594
Photo taken by James McCray
276112
Steinhart Park Pedestrian Bridge
Photo taken by Jack Schmidt July 2009
276113
Steinhart Park Pedestrian Bridge
Photo taken by Jack Schmidt July 2009
Status: Open to pedestrians
Location: 40.673749,-95.873975
Carries a pedestrian walkway over a pond
Design: arch/deck/stone
Design Details: Stone arch
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Stone arch bridge over a pond on a pedestrian walkway
History: Built by the WPA in 1939
Built: 1939
Location: Otoe County
View Bridge Information In Wayback Machine
207496
Photo taken by James McCray
207497
Photo taken by James McCray
207498
Photo taken by James McCray
207499
Photo taken by James McCray
207500
Photo taken by James McCray
207501
Photo taken by James McCray
207502
Photo taken by James McCray
207503
Photo taken by James McCray
207504
Photo taken by James McCray
207505
Photo taken by James McCray
207506
Photo taken by James McCray
207507
Photo taken by James McCray
207508
Photo taken by James McCray
207509
Photo taken by James McCray
276114
Stone Foot Bridge
Photo taken by Jack Schmidt July 2009
276115
Stone Foot Bridge
Photo taken by Jack Schmidt July 2009
276116
Stone Foot Bridge
Photo taken by Jack Schmidt July 2009
Status: Open to traffic
Location: 40.668099,-96.019626
Carries CR I (I Road) over Wilson Creek
Design: beam/tee
Design Details: Concrete tee beam
Total Length: 91.9 Feet
Span Length: 29.9 Feet
Overview: Concrete tee beam bridge over Wilson Creek on CR I (I Road)
History: Built 1935
Built: 1935
Location: Otoe County
View Bridge Information In Wayback Machine
207510
Photo taken by James McCray
207511
Photo taken by James McCray
207512
Photo taken by James McCray
207513
Photo taken by James McCray
207514
Photo taken by James McCray
207515
Photo taken by James McCray
207516
Photo taken by James McCray
207517
Photo taken by James McCray
Status: Derelict/abandoned
Location: 40.567111,-96.091169
Carries an abandoned section of P Rd over an unnamed creek
Design: truss/pony/bowstring
Design Details: Bowstring pony truss
Total Length: 78.0 Feet
Span Length: 40.0 Feet
Overview: Abandoned bowstring pony truss bridge over an unnamed creek on an abandoned section of P Rd
History:
Built: CA 1876
Location: Otoe County
View Bridge Information In Wayback Machine
237372
Overview (Looking West from Eastern End)
The eastern wooden approach span has collapsed but the bowstring truss itself is in good shape.
Photo taken by James McCray
237373
Photo taken by James McCray
237374
Photo taken by James McCray
237375
Photo taken by James McCray
237376
Photo taken by James McCray
237377
Photo taken by James McCray
237378
Photo taken by James McCray
237379
Photo taken by James McCray
237380
Photo taken by James McCray
237381
Photo taken by James McCray
Status: Derelict/abandoned
Location: 40.659698,-95.883394
Carries an abandoned alignment of Steinhart Park Rd over an unnamed creek
Design: arch/deck/closed
Design Details: Closed-spandrel arch
Total Length: 28.0 Feet
Span Length: 0.0 Feet
Overview: Abandoned closed-spandrel arch bridge over an unnamed creek on an abandoned alignment of Steinhart Park Rd
History:
Built: 1912
Location: Otoe County
View Bridge Information In Wayback Machine
237382
Looking Southward
Photo taken by James McCray
237383
Looking Southward
Photo taken by James McCray
237384
Looking Southward
Photo taken by James McCray
237385
Decorative Wingwall
Photo taken by James McCray
237386
Closeup of Railing
Photo taken by James McCray
237387
Looking North
Photo taken by James McCray
237388
Looking North
Photo taken by James McCray
237389
Looking Northeast
Photo taken by James McCray
237390
Looking Northeast
Photo taken by James McCray
237391
Western Face of Bridge
Photo taken by James McCray
237392
Western Face of Bridge
Photo taken by James McCray
237393
Northern End Details
Photo taken by James McCray
237394
Looking Southeast (Overview)
Photo taken by James McCray
237395
Looking Southeast
Photo taken by James McCray
237396
Underneath the Bridge
Photo taken by James McCray
237397
Northern End of Bridge
Photo taken by James McCray
237398
Looking Northwest
Photo taken by James McCray
237399
Looking Southwest
Photo taken by James McCray
237400
Eastern Face of Bridge
Photo taken by James McCray
237401
Eastern Face of Bridge
Photo taken by James McCray
275055
File:Nebraska City concrete arch bridge 4.JPG
Photo taken by Wikipedia user Ammodramus
275056
File:Nebraska City concrete arch bridge 3.JPG
Photo taken by Wikipedia user Ammodramus
275057
File:Nebraska City concrete arch bridge 2.JPG
Photo taken by Wikipedia user Ammodramus
275058
File:Nebraska City concrete arch bridge 1.JPG
Photo taken by Wikipedia user Ammodramus
275059
File:Nebraska City concrete arch bridge 5.JPG
Photo taken by Wikipedia user Ammodramus
275060
File:Nebraska City concrete arch bridge balustrade 1.JPG
Photo taken by Wikipedia user Ammodramus
275061
File:Nebraska City concrete arch bridge balustrade 2.JPG
Photo taken by Wikipedia user Ammodramus
275062
File:Nebraska City concrete arch bridge balustrade and spandrel.JPG
Photo taken by Wikipedia user Ammodramus
Status: Open to traffic
Location: 40.671513,-95.848696
Carries Omaha Public Power District owned rail line over 3rd Street/Union Pacific Railroad
Design: girder/pony/plate
Design Details: Pony plate girder with steel stringer approaches
Total Length: 152.0 Feet
Span Length: 60.0 Feet
Overview: Pony/through plate girder bridge over 3rd Street/Union Pacific Railroad on Omaha Public Power District owned rail line
History: Built 1916; Approaches Replaced 1970
Built: 1916
Location: Otoe County
View Bridge Information In Wayback Machine
241468
Photo taken by Bradley J. Grefe
457966
Nebraska City Rail Crossing
Overview
Photo taken by John Marvig in October 2019
457967
Nebraska City Rail Crossing
West Approach
Photo taken by John Marvig in October 2019
457968
Nebraska City Rail Crossing
Middle Pier
Photo taken by John Marvig in October 2019
457969
Nebraska City Rail Crossing
West Abutment
Photo taken by John Marvig in October 2019
457970
Nebraska City Rail Crossing
Approach Plaque
Photo taken by John Marvig in October 2019
457971
Nebraska City Rail Crossing
Span #2
Photo taken by John Marvig in October 2019
457972
Nebraska City Rail Crossing
West Span (Span #1)
Photo taken by John Marvig in October 2019
457973
Nebraska City Rail Crossing
Stamp on Center pier
Photo taken by John Marvig in October 2019
457974
Nebraska City Rail Crossing
Main Span plaque
Photo taken by John Marvig in October 2019
457975
Nebraska City Rail Crossing
East Pier
Photo taken by John Marvig in October 2019
457976
Nebraska City Rail Crossing
Under Main Span
Photo taken by John Marvig in October 2019
457977
Nebraska City Rail Crossing
West Abutment
Photo taken by John Marvig in October 2019
457978
Nebraska City Rail Crossing
West Pier
Photo taken by John Marvig in October 2019
457979
Nebraska City Rail Crossing
Main Span
Photo taken by John Marvig in October 2019
457980
Nebraska City Rail Crossing
East Abutment
Photo taken by John Marvig in October 2019
457981
Nebraska City Rail Crossing
East Span (Span #4)
Photo taken by John Marvig in October 2019
457982
Nebraska City Rail Crossing
Main Span
Photo taken by John Marvig in October 2019
457983
Nebraska City Rail Crossing
Main Span
Photo taken by John Marvig in October 2019
457984
Nebraska City Rail Crossing
Overview
Photo taken by John Marvig in October 2019
457985
Nebraska City Rail Crossing
Overview
Photo taken by John Marvig in October 2019
Status: Intact but closed to all traffic
Location: 40.537684,-95.877223
Carries County Road R over Rock Creek
Design: truss/pony/pratt
Design Details: Pratt pony truss
Total Length: 105.0 Feet
Span Length: 49.9 Feet
Overview: Bridge over Rock Creek on County Road R
History:
Built: 1935
Location: Otoe County
View Bridge Information In Wayback Machine
267973
Photo taken by James McCray in July 2013
267974
Photo taken by James McCray in July 2013
267975
Photo taken by James McCray in July 2013
267976
Photo taken by James McCray in July 2013
267977
Photo taken by James McCray in July 2013
267978
Photo taken by James McCray in July 2013
267979
Photo taken by James McCray in July 2013
267980
Photo taken by James McCray in July 2013
267981
Photo taken by James McCray in July 2013
267982
Photo taken by James McCray in July 2013
267983
Photo taken by James McCray in July 2013
Status: Open to traffic
Location: 40.672169,-95.846921
Carries Omaha Public Power District owned rail line over South Table Creek
Design: girder/deck/plate
Design Details: Deck plate girder
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Deck plate girder bridge over South Table Creek on Omaha Public Power District owned rail line
History:
Built:
Location: Otoe County
View Bridge Information In Wayback Machine
457922
OPPD South Table Creek Bridge
Overview
Photo taken by John Marvig in October 2019
457923
OPPD South Table Creek Bridge
Overview
Photo taken by John Marvig in October 2019
457924
OPPD South Table Creek Bridge
Looking West
Photo taken by John Marvig in October 2019
Status: Open to traffic
Location: 40.672625,-95.844947
Carries Omaha Public Power District owned rail line over 4th Terrace
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 50.0 Feet
Span Length: 50.0 Feet
Overview: Steel stringer bridge over 4th Terrace on Omaha Public Power District owned rail line
History: Built 1970 to replace an older girder
Built: 1970
Location: Otoe County
View Bridge Information In Wayback Machine
457959
OPPD 4th Terrace Bridge
Overview
Photo taken by John Marvig in October 2019
457960
OPPD 4th Terrace Bridge
West Abutment
Photo taken by John Marvig in October 2019
457961
OPPD 4th Terrace Bridge
Overview
Photo taken by John Marvig in October 2019
457962
OPPD 4th Terrace Bridge
East Abutment
Photo taken by John Marvig in October 2019
457963
OPPD 4th Terrace Bridge
Under Bridge
Photo taken by John Marvig in October 2019
457964
OPPD 4th Terrace Bridge
Plaque
Photo taken by John Marvig in October 2019
457965
OPPD 4th Terrace Bridge
Overview
Photo taken by John Marvig in October 2019
Status: Open to traffic
Location: 40.668133,-95.856062
Carries Union Pacific Railroad over 9th Street
Design: beam/stringer/steel
Design Details: Steel stringer
Total Length: 91.0 Feet
Span Length: 30.0 Feet
Overview: Steel stringer bridge over 9th Street on Union Pacific Railroad
History: Built 1935
Built: 1935
Location: Otoe County
View Bridge Information In Wayback Machine
457925
UP 9th Street Bridge
Overview
Photo taken by John Marvig in October 2019
457926
UP 9th Street Bridge
West Approach
Photo taken by John Marvig in October 2019
457927
UP 9th Street Bridge
Pier #2
Photo taken by John Marvig in October 2019
457928
UP 9th Street Bridge
West Pier (Pier #1)
Photo taken by John Marvig in October 2019
457929
UP 9th Street Bridge
West Span (Span #1)
Photo taken by John Marvig in October 2019
457930
UP 9th Street Bridge
Main Span
Photo taken by John Marvig in October 2019
457931
UP 9th Street Bridge
Overview
Photo taken by John Marvig in October 2019
457932
UP 9th Street Bridge
Span #4
Photo taken by John Marvig in October 2019
457933
UP 9th Street Bridge
East Span (Span #5)
Photo taken by John Marvig in October 2019
457934
UP 9th Street Bridge
East Pier (Pier #4)
Photo taken by John Marvig in October 2019
457935
UP 9th Street Bridge
Pier #3
Photo taken by John Marvig in October 2019
457936
UP 9th Street Bridge
Main Span
Photo taken by John Marvig in October 2019
457937
UP 9th Street Bridge
Under Main Span
Photo taken by John Marvig in October 2019
457938
UP 9th Street Bridge
West Abutment
Photo taken by John Marvig in October 2019
457939
UP 9th Street Bridge
Damage
Photo taken by John Marvig in October 2019
457940
UP 9th Street Bridge
East Abutment
Photo taken by John Marvig in October 2019
457941
UP 9th Street Bridge
Overview
Photo taken by John Marvig in October 2019
457942
UP 9th Street Bridge
Overview
Photo taken by John Marvig in October 2019
457943
UP 9th Street Bridge
West Approach
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Pier #2
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
West Pier (Pier #1)
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
West Span (Span #1)
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Main Span
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Overview
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Span #4
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
East Span (Span #5)
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
East Pier (Pier #4)
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Pier #3
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Main Span
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Under Main Span
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
West Abutment
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Damage
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
East Abutment
Photo taken by John Marvig in October 2019
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UP 9th Street Bridge
Overview
Photo taken by John Marvig in October 2019
Status: Replaced by a new bridge in 1953
Location: 40.538910,-96.008820
Carries NE 67 over Little Nemaha River
Design: truss/through/pratt
Design Details: Pinned Pratt through truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Lost Pratt through truss bridge over Little Nemaha River on NE 67
History: Lost to flooding in 1951
Built: ca. 1900
Location: Otoe County
View Bridge Information In Wayback Machine
457785
Bryan Bridge
Lincoln Journal Star: June 12 1951
Status: Removed but not replaced
Location: 40.552220,-96.030000
Carries Missouri Pacific Railroad over Little Nemaha River
Design: truss/through/pratt
Design Details: Pratt through truss
Total Length: 0.0 Feet
Span Length: 0.0 Feet
Overview: Lost Through truss bridge over Little Nemaha River on Missouri Pacific Railroad
History:
Built:
Location: Otoe County
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MoPac - Little Nemaha River Bridge
Lincoln Journal Star: August 17 1954
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MoPac - Little Nemaha River Bridge
Article
Lincoln Journal Star: August 17 1954
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MoPac - Little Nemaha River Bridge
After 1950 flood
Geological Survey Water Supply
Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S - Dismantled and/or in storage. L - Severe loss of historic integrity due to alteration.
