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WB-N64 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29144, -96.09725
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,090 [as of 2012]
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 condition. [5]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201664.0FairSatisfactoryGoodSatisfactoryFO18090
March 201464.0FairSatisfactoryGoodSatisfactoryFO18090
March 201276.5FairSatisfactoryGoodSatisfactoryFO18090
January 201076.3FairSatisfactoryGoodSatisfactoryFO20165
March 200871.1FairSatisfactoryGoodSatisfactoryFO17973
February 200659.5FairSatisfactoryGoodFairFO17973
August 200459.2FairSatisfactoryGoodFairFO19550
May 200259.3FairSatisfactoryGoodFairFO19300
September 200059.2FairSatisfactoryGoodFairFO19950
August 199859.2FairSatisfactoryGoodFairFO19950
August 199657.2FairSatisfactoryGoodFairFO19600
August 199458.7FairSatisfactoryGoodFairFO13280
August 199258.0FairGoodGoodFairFO8815
August 199068.2FairGoodGoodSatisfactoryFO8815

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.45817128160
Steel Protective Coatingsq. ft.1,9841,984000
Deck
Reinforced Concrete Decksq. ft.1,482878577270
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.58450130
Reinforced Concrete Pier Caplinear ft.2929000
Bearings
Movable Bearingeach122280
Fixed Bearingeach42200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2311409100