96TH ST/FAU 5017 over I80


+41.22224, -96.06233
41°13'20" N, 96°03'44" W


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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,260 [as of 2010]
Deck condition:Very Good [8 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: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:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:71.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201671.4GoodVery GoodGoodGood-10260
February 201471.4GoodVery GoodGoodGood-10260
February 201279.7GoodVery GoodGoodGood-11400
March 201079.6GoodVery GoodVery GoodVery Good-11600
March 200879.6GoodVery GoodVery GoodVery Good-11600
February 200679.5GoodVery GoodVery GoodVery Good-12700
August 200479.5GoodVery GoodVery GoodVery Good-12500
February 200279.4GoodVery GoodExcellentExcellent-13600
August 200079.5GoodVery GoodExcellentExcellent-13000
September 199879.5GoodExcellentExcellentExcellent-13000
October 199679.4GoodExcellentExcellentExcellent-13365
August 199481.9GoodExcellentExcellentExcellent-11700
August 199282.1GoodExcellentExcellentExcellent-9200
December 199182.1GoodExcellentExcellentExcellent-9200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.3028921300
Steel Protective Coatingsq. ft.1,0961,0040920
Reinforced Concrete Decksq. ft.8457964900
Reinforced Concrete Pier Walllinear ft.66000
Reinforced Concrete Abutmentlinear ft.2020000
Reinforced Concrete Pier Caplinear ft.99000
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.152152000