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CR 60/2 over HURRICANE CREEK

Map

Coordinates:
+38.41848, -82.02141
38°25'07" N, 82°01'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 60/2 over HURRICANE CREEK
Structure number:00000000040A106
Location:0.19 MI W OF WV 34
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:65.9 ft. [20.1 m]
Total length:71.2 ft. [21.7 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:637 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactoryGood63798.9
September 2016FairSatisfactorySatisfactoryGood58998.9
September 2014FairSatisfactorySatisfactoryGood30099.9
August 2012FairSatisfactorySatisfactoryGood30099.9
August 2008GoodGoodGoodGood30099.9
September 2004GoodGoodGoodGood30099.9
October 2000GoodGoodGoodVery Good30099.9
October 1998GoodGoodGoodVery Good30099.9
December 1996GoodGoodGoodVery Good30099.9
February 1995GoodGoodGoodVery Good100093.3
June 1993GoodGoodGoodVery Good100093.3
July 1991GoodGoodGoodVery Good100093.3