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WB-N64 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29144, -96.09726
41°17'29" N, 96°05'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WB-N64 over BIG PAPILLION CREEK
Structure number:S064 07011L
Location:7E ELKHORN
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:145.0 ft. [44.2 m]
Total length:379.9 ft. [115.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1993
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:38,140 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactoryGoodSatisfactory3814064.0
March 2016FairSatisfactoryGoodSatisfactory1809064.0
March 2014FairSatisfactoryGoodSatisfactory1809064.0
March 2012FairSatisfactoryGoodSatisfactory1809076.5
January 2010FairSatisfactoryGoodSatisfactory2016576.3
March 2008FairSatisfactoryGoodSatisfactory1797371.1
February 2006FairSatisfactoryGoodFair1797359.5
August 2004FairSatisfactoryGoodFair1955059.2
May 2002FairSatisfactoryGoodFair1930059.3
September 2000FairSatisfactoryGoodFair1995059.2
August 1998FairSatisfactoryGoodFair1995059.2
August 1996FairSatisfactoryGoodFair1960057.2
August 1994FairSatisfactoryGoodFair1328058.7
August 1992FairGoodGoodFair881558.0
August 1990FairGoodGoodSatisfactory881568.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,509563924220
Steel Protective Coatingsq. ft.21,36421,364000
Deck
Reinforced Concrete Decksq. ft.15,9779,4586,2202990
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.1931462450
Reinforced Concrete Pier Caplinear ft.9696000
Bearings
Movable Bearingeach122280
Fixed Bearingeach42200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.76146130000