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I80 over LITTLE PAPIO CR

Map

Coordinates:
+41.22387, -96.01252
41°13'26" N, 96°00'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I80 over LITTLE PAPIO CR
Structure number:S080 44984
Location:IN OMAHA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:106.0 ft. [32.3 m]
Total length:384.9 ft. [117.3 m]
Roadway width between curbs:178.2 ft. [54.3 m]
Deck width edge-to-edge:183.1 ft. [55.8 m]
Owner:State Highway Agency [01]
Year built:1994
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:4
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:170,780 [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]
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:81.8 tons [74.4 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201685.0FairSatisfactoryVery GoodVery Good-170780
February 201485.0FairSatisfactoryVery GoodVery Good-170780
February 201285.0FairSatisfactoryVery GoodVery Good-165605
March 201085.0GoodVery GoodExcellentVery Good-165605
March 200885.0GoodVery GoodExcellentVery Good-165270
March 200685.0GoodExcellentExcellentVery Good-177700
August 200485.0GoodExcellentExcellentVery Good-146580
March 200285.0GoodExcellentExcellentVery Good-141470
September 200085.4GoodExcellentExcellentVery Good-134780
September 199886.0GoodExcellentExcellentVery Good-128480
October 199687.4GoodExcellentExcellentVery Good-113410
August 199489.2GoodExcellentGoodGood-117210

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,9262,926000
Steel Protective Coatingsq. ft.10,25610,256000
Deck
Reinforced Concrete Decksq. ft.6,4026,28211460
Substructure
Reinforced Concrete Columneach2222000
Reinforced Concrete Pier Walllinear ft.6868000
Reinforced Concrete Abutmentlinear ft.106105100
Reinforced Concrete Pier Caplinear ft.160160000
Bearings
Elastomeric Bearingeach7575000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3523400120