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EB-US275/N92 over I80

Map

Coordinates:
+41.21212, -96.09129
41°12'44" N, 96°05'29" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.84845239600
Steel Protective Coatingsq. ft.2,3262,16009472
Deck
Reinforced Concrete Decksq. ft.1,6871,684210
Substructure
Reinforced Concrete Columneach159330
Reinforced Concrete Abutmentlinear ft.4025870
Reinforced Concrete Pier Caplinear ft.5959000
Bearings
Elastomeric Bearingeach1010000
Movable Bearingeach28140140
Fixed Bearingeach77000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.188188000