I ST/FAU 5028 over I80


+41.21623, -96.09085
41°12'58" N, 96°05'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I ST/FAU 5028 over I80
Structure number:S080 44537
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:97.1 ft. [29.6 m]
Total length:367.1 ft. [111.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed: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:5
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:9,000 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:58.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201658.5Not deficientSatisfactoryGoodSatisfactory9000
February 201458.5Not deficientSatisfactoryGoodGood9000
January 201471.7Not deficientSatisfactoryGoodGood9000
January 201270.5Not deficientSatisfactoryGoodGood13200
February 201070.5Not deficientGoodGoodGood13200
March 200880.7Not deficientGoodGoodGood13200
February 200680.1Not deficientVery GoodVery GoodVery Good16450
September 200480.1Not deficientVery GoodVery GoodVery Good16600
February 200279.9Not deficientVery GoodVery GoodVery Good17700
July 200079.9Not deficientVery GoodVery GoodVery Good17500
September 199879.9Not deficientVery GoodVery GoodVery Good17500
October 199680.4Not deficientExcellentExcellentVery Good14700
August 199480.5Not deficientExcellentExcellentVery Good13400
August 199280.9Not deficientExcellentExcellentVery Good11200
December 199180.9Not deficientExcellentExcellentVery Good11200