WB-CD over UPRR 815-672-J


+41.22162, -96.09075
41°13'18" N, 96°05'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:WB-CD over UPRR 815-672-J
Structure number:S080 44572
Location:IN OMAHA
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:85.0 ft. [25.9 m]
Total length:211.0 ft. [64.3 m]
Roadway width between curbs:56.4 ft. [17.2 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:27.6 ft. [8.4 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
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:3,000 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
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:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201695.8Not deficientGoodVery GoodGood3000
February 201495.8Not deficientGoodVery GoodVery Good3000
January 201497.7Not deficientGoodVery GoodVery Good3000
January 201297.7Not deficientGoodVery GoodVery Good3000
February 201097.7Not deficientGoodExcellentVery Good3000
March 200897.7Not deficientGoodExcellentVery Good3000
February 200697.7Not deficientExcellentExcellentExcellent3000
October 200497.7Not deficientExcellentExcellentExcellent3000
February 200297.7Not deficientExcellentExcellentExcellent3000
August 200097.7Not deficientExcellentExcellentExcellent3000
September 199897.7Not deficientExcellentExcellentExcellent3000
October 199693.2Not deficientExcellentExcellentExcellent30000
August 199495.8Not deficientExcellentExcellentExcellent30000
August 199292.6Not deficientExcellentExcellentExcellent71560