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

Map

Coordinates:
+41.22419, -96.03914
41°13'27" N, 96°02'21" 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:14.4 ft. [4.4 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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2003]
Truck traffic:8% 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:Basically intolerable requiring high priority of corrrective action [3]
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]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:89.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201689.3GoodVery GoodVery GoodVery GoodFO2000
February 201489.3GoodVery GoodVery GoodVery GoodFO2000
February 201290.8GoodVery GoodVery GoodVery GoodFO2000
March 201090.8GoodVery GoodExcellentExcellentFO2000
March 200890.8GoodExcellentExcellentExcellentFO2000
March 200690.8GoodExcellentExcellentExcellentFO2000
August 200490.8GoodExcellentExcellentExcellentFO2000
March 200290.8GoodExcellentExcellentExcellentFO2000
October 200090.8GoodExcellentExcellentExcellentFO2000
September 199890.8GoodExcellentExcellentExcellentFO2000
October 199688.8GoodExcellentExcellentExcellent-2000
August 199490.8GoodExcellentExcellentExcellent-2000
August 199290.8GoodExcellentExcellentExcellent-2000
September 199090.8GoodExcellentExcellentExcellent-2000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.512512000
Steel Protective Coatingsq. ft.1,7971,797000
Deck
Reinforced Concrete Decksq. ft.1,3581,352600
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.2625010
Reinforced Concrete Pier Caplinear ft.2727000
Bearings
Movable Bearingeach1010000
Pot Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.209209000