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

Map

Coordinates:
+41.22167, -96.03500
41°13'18" N, 96°02'06" 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:15.4 ft. [4.7 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:81,240 [as of 2013]
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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201684.0FairSatisfactoryVery GoodVery Good-81240
February 201484.0FairSatisfactoryVery GoodVery Good-81240
February 201289.5FairSatisfactoryVery GoodVery Good-79185
March 201089.5GoodVery GoodVery GoodVery Good-79185
March 200889.3GoodVery GoodVery GoodVery Good-80955
March 200688.9GoodVery GoodVery GoodVery Good-85303
August 200490.1GoodVery GoodVery GoodVery Good-72995
March 200290.4GoodExcellentVery GoodVery Good-69573
October 200090.7GoodExcellentVery GoodVery Good-66813
September 199886.3GoodExcellentVery GoodVery Good-56225
October 199690.1GoodExcellentVery GoodVery Good-52115
August 199489.1GoodExcellentVery GoodVery Good-53560
September 199393.1GoodExcellentVery GoodVery Good-52000
September 199293.2FairSatisfactoryGoodGood-50195
October 199093.2FairSatisfactoryGoodGood-49770

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.735735000
Steel Protective Coatingsq. ft.2,6882,688000
Deck
Reinforced Concrete Decksq. ft.2,1191,98413500
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Walllinear ft.1414000
Reinforced Concrete Abutmentlinear ft.4747000
Reinforced Concrete Pier Caplinear ft.4948010
Bearings
Pot Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.184184000