+41.69968, -97.18757
41°41'59" N, 97°11'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:C001900825
Location:2.4E OF LEIGH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:65 [as of 2003]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201593.9Not deficientGoodVery GoodGood65
November 201393.9Not deficientGoodVery GoodGood65
November 201193.0Not deficientFairVery GoodVery Good65
November 200994.0Not deficientVery GoodVery GoodVery Good65
November 200783.9Not deficientVery GoodVery GoodVery Good65
December 200582.9Not deficientFairVery GoodVery Good65
December 200383.9Not deficientFairVery GoodVery Good65
September 200183.9Not deficientFairVery GoodVery Good65
November 199983.9Not deficientFairVery GoodVery Good65
October 199783.9Not deficientFairExcellentExcellent65
November 199583.9Not deficientFairExcellentExcellent65
October 199384.9Not deficientExcellentExcellentExcellent65
September 199184.9Not deficientExcellentExcellentExcellent65