+41.22378, -96.03900
41°13'26" N, 96°02'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB-I80 over BIG PAPIL CR/82ND ST&
Structure number:S080 44846R
Location:OMAHA I80 @ 82ND ST
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:107.0 ft. [32.6 m]
Deck width edge-to-edge:109.3 ft. [33.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1987
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 201089.5GoodGoodVery GoodVery Good-79185
March 200889.3GoodVery GoodVery GoodVery Good-80955
March 200688.9GoodVery GoodVery GoodVery Good-85303
August 200490.1GoodExcellentVery GoodVery Good-72995
March 200290.4GoodExcellentVery GoodVery Good-69573
October 200090.7GoodExcellentVery GoodVery Good-66813
September 199891.7GoodExcellentVery GoodVery Good-56225
October 199690.1GoodExcellentVery GoodVery Good-52115
August 199492.1GoodExcellentVery GoodVery Good-53560
September 199393.1GoodExcellentVery GoodVery Good-52000
August 199293.2GoodVery GoodVery GoodGood-50195
October 199093.2GoodVery GoodVery GoodGood-49770