NB-RP TO I680 BR#3 over UPRR 815-672-J


+41.22167, -96.09004
41°13'18" N, 96°05'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NB-RP TO I680 BR#3 over UPRR 815-672-J
Structure number:S080 44575
Location:IN OMAHA
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.1 ft. [29.9 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:86.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201686.8Not deficientGoodVery GoodVery Good15000
February 201486.8Not deficientGoodVery GoodVery Good15000
January 201496.6Not deficientGoodVery GoodVery Good15000
January 201296.6Not deficientVery GoodVery GoodVery Good15000
February 201096.6Not deficientVery GoodExcellentExcellent15000
March 200896.6Not deficientExcellentExcellentExcellent15000
February 200696.6Not deficientExcellentExcellentExcellent15000
September 200496.6Not deficientExcellentExcellentExcellent15000
February 200296.6Not deficientExcellentExcellentExcellent15000
August 200096.6Not deficientExcellentExcellentExcellent15000
September 199896.6Not deficientExcellentExcellentExcellent15000
October 199694.6Not deficientExcellentExcellentExcellent15000
August 199494.9Not deficientExcellentExcellentExcellent15000
October 199396.9Not deficientExcellentExcellentExcellent15000