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96TH ST/FAU 5017 over I80

Map

Coordinates:
+41.22223, -96.06233
41°13'20" N, 96°03'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:96TH ST/FAU 5017 over I80
Structure number:S080 44725
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:126.0 ft. [38.4 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
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:2
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 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,260 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:67.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood1026067.8
February 2016GoodVery GoodGoodGood1026071.4
February 2014GoodVery GoodGoodGood1026071.4
February 2012GoodVery GoodGoodGood1140079.7
March 2010GoodVery GoodVery GoodVery Good1160079.6
March 2008GoodVery GoodVery GoodVery Good1160079.6
February 2006GoodVery GoodVery GoodVery Good1270079.5
August 2004GoodVery GoodVery GoodVery Good1250079.5
February 2002GoodVery GoodExcellentExcellent1360079.4
August 2000GoodVery GoodExcellentExcellent1300079.5
September 1998GoodExcellentExcellentExcellent1300079.5
October 1996GoodExcellentExcellentExcellent1336579.4
August 1994GoodExcellentExcellentExcellent1170081.9
August 1992GoodExcellentExcellentExcellent920082.1
December 1991GoodExcellentExcellentExcellent920082.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.99529570000
Steel Protective Coatingsq. ft.11,80710,80701,0000
Deck
Reinforced Concrete Decksq. ft.9,1078,57753000
Substructure
Reinforced Concrete Pier Walllinear ft.2020000
Reinforced Concrete Abutmentlinear ft.6968010
Reinforced Concrete Pier Caplinear ft.3232000
Bearings
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.499499000