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WB-N64 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.29144, -96.09725
41°17'29" N, 96°05'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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