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I ST/FAU 5028 over I80

Map

Coordinates:
+41.21623, -96.09085
41°12'58" N, 96°05'27" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5546748700
Steel Protective Coatingsq. ft.1,5231,357012046
Deck
Reinforced Concrete Decksq. ft.1,1051,0723120
Substructure
Reinforced Concrete Columneach1211100
Reinforced Concrete Abutmentlinear ft.1714300
Reinforced Concrete Pier Caplinear ft.3838000
Bearings
Movable Bearingeach1515000
Fixed Bearingeach55000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.22210711500