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

Map

Coordinates:
+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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Fair	Good	8569	43.3
October 2015	Poor	Very Good	Serious	Good	10000	17.3
November 2013	Good	Excellent	Very Good	Very Good	10000	54.3
October 2012	Good	Excellent	Very Good	Very Good	10000	56.3
December 2011	Good	Excellent	Good	Good	8000	62.8
September 2010	Good	Excellent	Good	Good	10000	56.2
October 2009	Fair	Fair	Fair	Satisfactory	10000	43.9
October 2008	Fair	Fair	Fair	Satisfactory	10000	43.9
September 2007	Fair	Fair	Fair	Satisfactory	10500	42.5
August 2006	Fair	Fair	Fair	Satisfactory	9000	28.0
November 2005	Fair	Fair	Fair	Satisfactory	9000	28.0
August 2004	Fair	Fair	Fair	Satisfactory	10000	28.0
September 2003	Fair	Fair	Fair	Satisfactory	8700	28.0
August 2002	Fair	Fair	Fair	Satisfactory	8700	28.0
August 2001	Fair	Fair	Fair	Satisfactory	8700	28.0
August 2000	Fair	Good	Fair	Satisfactory	8700	47.5
August 1999	Fair	Good	Fair	Satisfactory	8700	47.5
August 1998	Fair	Good	Fair	Satisfactory	8700	47.5
August 1997	Fair	Good	Fair	Satisfactory	8700	47.5
July 1996	Fair	Good	Fair	Satisfactory	7100	47.5
July 1995	Fair	Good	Fair	Satisfactory	7100	47.5
November 1994	Poor	Poor	Fair	Satisfactory	7600	46.5
August 1993	Poor	Good	Fair	Poor	7100	29.5
April 1992	Fair	Good	Fair	Satisfactory	7100	45.5
July 1991	Poor	Serious	Fair	Satisfactory	7100	40.5