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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201664.0Functionally obsoleteSatisfactoryGoodSatisfactory18090
March 201464.0Functionally obsoleteSatisfactoryGoodSatisfactory18090
March 201276.5Functionally obsoleteSatisfactoryGoodSatisfactory18090
January 201076.3Functionally obsoleteSatisfactoryGoodSatisfactory20165
March 200871.1Functionally obsoleteSatisfactoryGoodSatisfactory17973
February 200659.5Functionally obsoleteSatisfactoryGoodFair17973
August 200459.2Functionally obsoleteSatisfactoryGoodFair19550
May 200259.3Functionally obsoleteSatisfactoryGoodFair19300
September 200059.2Functionally obsoleteSatisfactoryGoodFair19950
August 199859.2Functionally obsoleteSatisfactoryGoodFair19950
August 199657.2Functionally obsoleteSatisfactoryGoodFair19600
August 199458.7Functionally obsoleteSatisfactoryGoodFair13280
August 199258.0Functionally obsoleteGoodGoodFair8815
August 199068.2Functionally obsoleteGoodGoodSatisfactory8815