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County Route 30/2 over Girty Run

Brooke County, West Virginia

Map

Coordinates:
+40.18574, -80.66318
40°11'09" N, 80°39'47" W

Facts

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

Name:	County Route 30/2 over Girty Run
Structure number:	00000000005A014
Location:	0.50 Mi. East Jct. CR 30
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	37.1 ft. `[11.3 m]`
Total length:	43.6 ft. `[13.3 m]`
Roadway width between curbs:	37.4 ft. `[11.4 m]`
Deck width edge-to-edge:	38.4 ft. `[11.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1948
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2014]`
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	55.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$700,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Poor	Serious	Poor	Poor	50	55.0
July 2015	Poor	Poor	Poor	Fair	50	59.1
July 2014	Poor	Poor	Poor	Fair	50	59.1
July 2013	Poor	Poor	Fair	Fair	50	75.1
July 2012	Poor	Poor	Fair	Fair	50	75.1
August 2011	Poor	Poor	Fair	Fair	50	75.1
August 2010	Poor	Poor	Fair	Fair	50	74.9
August 2009	Poor	Poor	Fair	Fair	50	74.9
August 2008	Poor	Poor	Fair	Fair	30	72.7
August 2007	Poor	Poor	Fair	Fair	30	72.7
August 2006	Poor	Poor	Fair	Fair	30	72.7
September 2005	Poor	Poor	Fair	Fair	50	72.7
September 2003	Poor	Poor	Fair	Fair	50	72.7
September 2001	Poor	Poor	Fair	Fair	50	72.7
September 1999	Poor	Poor	Fair	Fair	50	72.7
September 1997	Poor	Poor	Fair	Fair	20	74.9
September 1995	Poor	Poor	Fair	Fair	20	74.9
September 1993	Poor	Fair	Fair	Poor	1100	59.8
September 1991	Poor	Fair	Fair	Poor	1100	57.5

© 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/1611502