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N64 over LITTLE PAPILLION CREEK

Map

Coordinates:
+41.28501, -96.04775
41°17'06" N, 96°02'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N64 over LITTLE PAPILLION CREEK
Structure number:S064 07280
Location:10E ELKHORN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.1 ft. [17.7 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2017
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,595 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:72.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodFairSatisfactory2359572.0
March 2016FairFairFairSatisfactory2308071.0
March 2014FairFairFairSatisfactory2308071.0
March 2012FairFairFairSatisfactory2308082.2
February 2010FairSatisfactorySatisfactorySatisfactory2369094.7
March 2008GoodGoodGoodGood2412094.6
January 2006GoodGoodGoodGood2412093.6
August 2004GoodGoodGoodGood3106092.6
February 2002GoodGoodGoodGood3006092.8
September 2000GoodGoodGoodGood3234092.5
August 1998GoodGoodGoodGood3234092.5
August 1996GoodGoodGoodGood2307091.8
August 1994GoodGoodGoodGood2870090.7
July 1992GoodGoodGoodGood2436091.3
July 1990GoodGoodGoodGood2436091.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.1621814220
Reinforced Concrete Abutmentlinear ft.172172000
Steel Pileeach5074300
Reinforced Concrete Pier Caplinear ft.2262049130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.28918300106
Deck
Reinforced Concrete Slabsq. ft.11,9839,8561501,9770
Wearing Surfacessq. ft.11,98311,983000