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WB-I80 BRG #7W over SB-CD EAST & RAMP 10

Map

Coordinates:
+41.22426, -96.08614
41°13'27" N, 96°05'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB-I80 BRG #7W over SB-CD EAST & RAMP 10
Structure number:S080 44606L
Location:IN OMAHA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:51°
Owner:State Highway Agency [01]
Year built:1995
Year reconstructed:2015
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:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:171,820 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodVery Good17182085.0
August 2016GoodVery GoodVery GoodVery Good7518585.0
February 2016FairSatisfactoryVery GoodVery Good7518585.0
February 2014FairSatisfactoryVery GoodVery Good7518585.0
January 2014FairSatisfactoryVery GoodVery Good7518585.0
January 2012FairSatisfactoryVery GoodVery Good7439085.0
February 2010FairSatisfactoryVery GoodVery Good7254885.0
March 2008GoodVery GoodExcellentExcellent7522585.0
February 2006GoodVery GoodExcellentExcellent8146385.0
September 2004GoodExcellentExcellentExcellent6039085.0
February 2002GoodExcellentExcellentExcellent5657585.0
August 2000GoodExcellentExcellentExcellent5607385.0
September 1998GoodExcellentExcellentExcellent4982386.3
October 1996GoodExcellentExcellentExcellent4618079.2
February 1996GoodExcellentExcellentExcellent4841079.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2411,241000
Steel Protective Coatingsq. ft.14,89214,892000
Deck
Reinforced Concrete Decksq. ft.11,21911,1596000
Wearing Surfacessq. ft.11,21811,218000
Substructure
Reinforced Concrete Pier Walllinear ft.2020000
Reinforced Concrete Abutmentlinear ft.152152000
Masonry Abutmentlinear ft.1621450512
Reinforced Concrete Pier Caplinear ft.7373000
Joints
Compression Jointlinear ft.152152000
Bearings
Movable Bearingeach1212000
Pot Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4186835000