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EB-US275/N92 over I80

Map 

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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201696.3Not deficientSatisfactoryGoodGood15363
February 201496.3Not deficientSatisfactoryGoodGood15363
January 201496.3Not deficientSatisfactoryGoodGood15363
January 201296.2Not deficientSatisfactoryGoodGood14868
February 201081.2Not deficientGoodGoodGood15538
March 200870.9Not deficientGoodGoodGood15645
February 200670.9Not deficientVery GoodVery GoodGood15645
September 200470.9Not deficientVery GoodVery GoodGood17283
February 200270.9Not deficientVery GoodVery GoodGood17960
July 200070.9Not deficientVery GoodVery GoodGood17240
September 199870.9Not deficientVery GoodVery GoodGood17240
August 199668.9Not deficientVery GoodVery GoodGood22555
August 199485.9Not deficientExcellentVery GoodGood22555
August 199279.9Not deficientExcellentVery GoodGood22555
August 199081.9Not deficientExcellentVery GoodGood22555