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CumberlandGaprd/42 over Sinking Creek

Craig County, Virginia

Map

Coordinates:
+37.39472, -80.32471
37°23'41" N, 80°19'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CumberlandGaprd/42 over Sinking Creek
Structure number:	000000000005457
Location:	0.15-RTE 667;0.55-RTE 624
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	44.3 ft. `[13.5 m]`
Total length:	44.3 ft. `[13.5 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1949
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	361 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	63.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,343,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Fair	Satisfactory	361	63.3
March 2015	Fair	Satisfactory	Fair	Satisfactory	361	50.8
March 2013	Fair	Satisfactory	Fair	Satisfactory	368	50.8
March 2011	Fair	Good	Fair	Good	368	61.5
March 2009	Fair	Good	Fair	Good	368	61.5
March 2007	Fair	Good	Fair	Good	416	59.3
February 2005	Fair	Good	Fair	Good	486	58.2
March 2003	Good	Good	Good	Good	458	65.5
February 2001	Good	Good	Good	Good	451	63.5
February 1999	Good	Good	Good	Good	514	65.1
March 1998	Poor	Poor	Poor	Satisfactory	500	37.2
March 1996	Poor	Poor	Poor	Satisfactory	500	37.2
April 1995	Poor	Poor	Poor	Satisfactory	500	35.4
March 1994	Poor	Poor	Poor	Satisfactory	337	37.9
March 1993	Poor	Poor	Poor	Satisfactory	337	37.9
July 1992	Fair	Fair	Fair	Fair	810	49.7
June 1991	Fair	Fair	Fair	Fair	685	47.0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1574337