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WV 20 over BLUESTONE LAKE

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+37.61205, -80.91742
37°36'43" N, 80°55'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 20 over BLUESTONE LAKE
Structure number:00000000045A039
Location:0.25 Miles S. of CR 20/2
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:277.9 ft. [84.7 m]
Total length:1163.8 ft. [354.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1950
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:5
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2013

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,200 [as of 2012]
Truck traffic:4% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:46.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$873,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2013PoorPoorFairFair220046.1
June 2012PoorPoorFairFair250034.4
July 2011PoorPoorFairFair250034.4
June 2010FairFairFairFair250041.0
May 2009FairFairFairFair220041.0
April 2007FairFairFairFair195043.0
April 2006FairFairFairFair200043.0
April 2005FairFairFairFair200043.0
April 2004PoorPoorFairSatisfactory200039.5
April 2003FairFairFairSatisfactory200041.5
April 2002FairFairFairSatisfactory200041.5
April 2001FairFairFairSatisfactory240039.4
April 2000FairFairFairSatisfactory240039.4
April 1999FairFairFairSatisfactory240039.4
April 1998FairFairFairSatisfactory240039.4
April 1997FairFairFairSatisfactory210039.4
April 1996FairFairFairSatisfactory210037.4
April 1995FairFairFairSatisfactory210037.4
April 1994FairGoodFairSatisfactory220038.4
April 1993FairGoodFairSatisfactory220038.4
April 1992FairGoodFairSatisfactory220038.4
April 1991FairGoodFairSatisfactory150038.4