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WB-I80 over BIG PAPIL CR/82ND AVE&ST

Map

Coordinates:
+41.22399, -96.03944
41°13'26" N, 96°02'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB-I80 over BIG PAPIL CR/82ND AVE&ST
Structure number:S080 44846L
Location:IN OMAHA
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:303.2 ft. [92.4 m]
Roadway width between curbs:72.8 ft. [22.2 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:179,480 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryVery GoodVery Good17948084.0
February 2016FairSatisfactoryVery GoodVery Good8124084.0
February 2014FairSatisfactoryVery GoodVery Good8124084.0
February 2012FairSatisfactoryVery GoodVery Good7918589.5
March 2010GoodVery GoodVery GoodVery Good7918589.5
March 2008GoodVery GoodVery GoodVery Good8095589.3
March 2006GoodVery GoodVery GoodVery Good8530388.9
August 2004GoodVery GoodVery GoodVery Good7299590.1
March 2002GoodExcellentVery GoodVery Good6957390.4
October 2000GoodExcellentVery GoodVery Good6681390.7
September 1998GoodExcellentVery GoodVery Good5622586.3
October 1996GoodExcellentVery GoodVery Good5211590.1
August 1994GoodExcellentVery GoodVery Good5356089.1
September 1993GoodExcellentVery GoodVery Good5200093.1
September 1992FairSatisfactoryGoodGood5019593.2
October 1990FairSatisfactoryGoodGood4977093.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,4122,412000
Steel Protective Coatingsq. ft.28,94428,944000
Deck
Reinforced Concrete Decksq. ft.22,82321,3561,457100
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.4949000
Reinforced Concrete Abutmentlinear ft.155155000
Reinforced Concrete Pier Caplinear ft.165159060
Bearings
Pot Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.606606000