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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201671.4Not deficientVery GoodGoodGood10260
February 201471.4Not deficientVery GoodGoodGood10260
February 201279.7Not deficientVery GoodGoodGood11400
March 201079.6Not deficientVery GoodVery GoodVery Good11600
March 200879.6Not deficientVery GoodVery GoodVery Good11600
February 200679.5Not deficientVery GoodVery GoodVery Good12700
August 200479.5Not deficientVery GoodVery GoodVery Good12500
February 200279.4Not deficientVery GoodExcellentExcellent13600
August 200079.5Not deficientVery GoodExcellentExcellent13000
September 199879.5Not deficientExcellentExcellentExcellent13000
October 199679.4Not deficientExcellentExcellentExcellent13365
August 199481.9Not deficientExcellentExcellentExcellent11700
August 199282.1Not deficientExcellentExcellentExcellent9200
December 199182.1Not deficientExcellentExcellentExcellent9200