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