WV 34 over KANAWHA RV, WV62, N&S RR


+38.53500, -81.89830
38°32'06" N, 81°53'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WV 34 over KANAWHA RV, WV62, N&S RR
Structure number:00000000040A035
Location:0.31 MI N OF WV 817
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:462.0 ft. [140.8 m]
Total length:1433.5 ft. [436.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel continuous [4]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,569 [as of 2015]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:43.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodFairGood856943.3
October 2015PoorVery GoodSeriousGood1000017.3
November 2013GoodExcellentVery GoodVery Good1000054.3
October 2012GoodExcellentVery GoodVery Good1000056.3
December 2011GoodExcellentGoodGood800062.8
September 2010GoodExcellentGoodGood1000056.2
October 2009FairFairFairSatisfactory1000043.9
October 2008FairFairFairSatisfactory1000043.9
September 2007FairFairFairSatisfactory1050042.5
August 2006FairFairFairSatisfactory900028.0
November 2005FairFairFairSatisfactory900028.0
August 2004FairFairFairSatisfactory1000028.0
September 2003FairFairFairSatisfactory870028.0
August 2002FairFairFairSatisfactory870028.0
August 2001FairFairFairSatisfactory870028.0
August 2000FairGoodFairSatisfactory870047.5
August 1999FairGoodFairSatisfactory870047.5
August 1998FairGoodFairSatisfactory870047.5
August 1997FairGoodFairSatisfactory870047.5
July 1996FairGoodFairSatisfactory710047.5
July 1995FairGoodFairSatisfactory710047.5
November 1994PoorPoorFairSatisfactory760046.5
August 1993PoorGoodFairPoor710029.5
April 1992FairGoodFairSatisfactory710045.5
July 1991PoorSeriousFairSatisfactory710040.5