EB-US275/N92 over I80


+41.21212, -96.09129
41°12'44" N, 96°05'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-US275/N92 over I80
Structure number:S080 44507
Location:I & L ST INTRCHG
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:340.9 ft. [103.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1959
Year reconstructed:2008
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:4
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:15,363 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:96.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201696.3FairSatisfactoryGoodGood-15363
February 201496.3FairSatisfactoryGoodGood-15363
January 201496.3FairSatisfactoryGoodGood-15363
January 201296.2FairSatisfactoryGoodGood-14868
February 201081.2GoodGoodGoodGood-15538
March 200870.9GoodGoodGoodGood-15645
February 200670.9GoodVery GoodVery GoodGood-15645
September 200470.9GoodVery GoodVery GoodGood-17283
February 200270.9GoodVery GoodVery GoodGood-17960
July 200070.9GoodVery GoodVery GoodGood-17240
September 199870.9GoodVery GoodVery GoodGood-17240
August 199668.9GoodVery GoodVery GoodGood-22555
August 199485.9GoodExcellentVery GoodGood-22555
August 199279.9GoodExcellentVery GoodGood-22555
August 199081.9GoodExcellentVery GoodGood-22555