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WB-I80 OFF RAMP over BIG PAPILLION CR/82AV&AM

Map

Coordinates:
+41.22423, -96.03953
41°13'27" N, 96°02'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB-I80 OFF RAMP over BIG PAPILLION CR/82AV&AM
Structure number:S080 44846A
Location:I80 @ BIG PAPILLION CR
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:118.1 ft. [36.0 m]
Total length:344.2 ft. [104.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1988
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: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:Good
Status:Open, no restriction [A]
Average daily traffic:179,480 [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:Meets minimum tolerable limits to be left in place as is [4]
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:78.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodVery Good17948078.0
February 2016GoodVery GoodVery GoodVery Good200089.3
February 2014GoodVery GoodVery GoodVery Good200089.3
February 2012GoodVery GoodVery GoodVery Good200090.8
March 2010GoodVery GoodExcellentExcellent200090.8
March 2008GoodExcellentExcellentExcellent200090.8
March 2006GoodExcellentExcellentExcellent200090.8
August 2004GoodExcellentExcellentExcellent200090.8
March 2002GoodExcellentExcellentExcellent200090.8
October 2000GoodExcellentExcellentExcellent200090.8
September 1998GoodExcellentExcellentExcellent200090.8
October 1996GoodExcellentExcellentExcellent200088.8
August 1994GoodExcellentExcellentExcellent200090.8
August 1992GoodExcellentExcellentExcellent200090.8
September 1990GoodExcellentExcellentExcellent200090.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,6821,682000
Steel Protective Coatingsq. ft.19,34319,343000
Deck
Reinforced Concrete Decksq. ft.14,62314,5586500
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.8984050
Reinforced Concrete Pier Caplinear ft.9090000
Bearings
Movable Bearingeach1010000
Pot Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.688688000