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CumberlandGaprd/42 over Meadow Creek

Craig County, Virginia

Map

Coordinates:
+37.48066, -80.13706
37°28'50" N, 80°08'13" W

Facts

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

Name:	CumberlandGaprd/42 over Meadow Creek
Structure number:	000000000005456
Location:	2.38-New Castle;0.21-R624
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	43.0 ft. `[13.1 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	26.6 ft. `[8.1 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1939
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:	657 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	75.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,397,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Satisfactory	Satisfactory	657	75.5
March 2015	Fair	Satisfactory	Satisfactory	Satisfactory	657	75.5
March 2013	Fair	Satisfactory	Satisfactory	Satisfactory	695	75.5
March 2011	Fair	Satisfactory	Satisfactory	Satisfactory	695	77.8
March 2009	Fair	Satisfactory	Satisfactory	Satisfactory	695	77.8
March 2007	Fair	Satisfactory	Satisfactory	Satisfactory	654	77.8
February 2005	Fair	Satisfactory	Satisfactory	Satisfactory	818	71.6
February 2003	Fair	Satisfactory	Satisfactory	Satisfactory	818	69.9
February 2001	Fair	Satisfactory	Satisfactory	Satisfactory	805	69.9
February 1999	Fair	Satisfactory	Satisfactory	Satisfactory	1029	69.9
March 1998	Poor	Poor	Poor	Fair	1000	42.9
March 1996	Poor	Poor	Poor	Satisfactory	1100	38.9
March 1995	Poor	Poor	Poor	Satisfactory	1100	38.9
March 1994	Poor	Poor	Poor	Satisfactory	2127	38.9
June 1992	Poor	Poor	Poor	Satisfactory	715	41.1
May 1991	Poor	Poor	Poor	Satisfactory	715	41.1

© 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/1574336