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US6 over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.25973, -96.03444
41°15'35" N, 96°02'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US6 over LITTLE PAPILLION CREEK
Structure number:S006 36742
Location:78TH @ DODGE OMAHA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:94.2 ft. [28.7 m]
Deck width edge-to-edge:111.9 ft. [34.1 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:47,955 [as of 2012]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:68.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201668.1Not deficientSatisfactoryFairSatisfactory47955
May 201468.1Not deficientGoodFairSatisfactory47955
March 201477.7Not deficientGoodFairSatisfactory47955
March 201281.5Not deficientGoodFairSatisfactory50785
February 201082.2Not deficientExcellentFairSatisfactory44875
March 200879.9Not deficientExcellentFairSatisfactory66260
January 200679.9Not deficientExcellentSatisfactoryFair66260
July 200481.6Not deficientExcellentSatisfactoryFair50060
February 200280.8Not deficientExcellentSatisfactoryFair57700
October 200081.2Not deficientExcellentGoodFair54200
October 199880.1Not deficientFairGoodFair54200
August 199677.9Not deficientFairVery GoodFair55930
September 199480.4Not deficientFairVery GoodFair41500
July 199278.9Not deficientFairVery GoodFair58765
December 199178.9Not deficientFairVery GoodFair58765