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 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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201658.5FairSatisfactoryGoodSatisfactory-9000
February 201458.5FairSatisfactoryGoodGood-9000
January 201471.7FairSatisfactoryGoodGood-9000
January 201270.5FairSatisfactoryGoodGood-13200
February 201070.5GoodGoodGoodGood-13200
March 200880.7GoodGoodGoodGood-13200
February 200680.1GoodVery GoodVery GoodVery Good-16450
September 200480.1GoodVery GoodVery GoodVery Good-16600
February 200279.9GoodVery GoodVery GoodVery Good-17700
July 200079.9GoodVery GoodVery GoodVery Good-17500
September 199879.9GoodVery GoodVery GoodVery Good-17500
October 199680.4GoodExcellentExcellentVery Good-14700
August 199480.5GoodExcellentExcellentVery Good-13400
August 199280.9GoodExcellentExcellentVery Good-11200
December 199180.9GoodExcellentExcellentVery Good-11200