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COUNTY HIGHWAY over WILSON CREEK

Map

Coordinates:
+40.66833, -96.02000
40°40'06" N, 96°01'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY HIGHWAY over WILSON CREEK
Structure number:C006641835
Location:E EDGE DUNBAR
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:56.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairFair30056.3
November 2014FairFairFairFair30056.3
November 2012FairFairFairFair30056.4
November 2010FairFairFairFair30056.4
December 2008FairFairFairSatisfactory30056.4
November 2006FairFairFairSatisfactory30068.0
September 2004FairFairFairSatisfactory30068.0
October 2002FairFairFairSatisfactory30068.0
October 2000FairFairFairSatisfactory30068.0
November 1998FairFairFairSatisfactory30068.0
November 1996FairFairFairSatisfactory30069.0
October 1994FairSatisfactorySatisfactoryGood30080.0
October 1992FairSatisfactorySatisfactoryGood30080.0
December 1990FairFairSatisfactoryGood30078.0