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CR 7 SLS over TURKEY BRANCH 18MILE CK

Putnam County, West Virginia

Map

Coordinates:
+38.62710, -81.88700
38°37'38" N, 81°53'13" W

Facts

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

Name:	CR 7 SLS over TURKEY BRANCH 18MILE CK
Structure number:	00000000040A081
Location:	0.02 MI S OF CR 10
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	36.1 ft. `[11.0 m]`
Roadway width between curbs:	25.6 ft. `[7.8 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Channel beam `[22]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, temporary structure in place to carry legal loads `[E]`
Average daily traffic:	50 `[as of 2013]`
Truck traffic:	4% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	39.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$600,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Very Good	Poor	Satisfactory	50	39.0
June 2016	Poor	Very Good	Poor	Satisfactory	50	42.6
June 2014	Poor	Very Good	Poor	Satisfactory	50	63.0
December 2013	Poor	Very Good	Poor	Satisfactory	50	69.0
December 2012	Poor	Very Good	Poor	Satisfactory	50	69.0
December 2010	Poor	Very Good	Poor	Good	50	58.9
December 2008	Poor	Very Good	Poor	Good	50	62.7
January 2007	Poor	Very Good	Poor	Good	50	62.7
January 2005	Poor	Very Good	Poor	Good	150	60.2
January 2003	Poor	Very Good	Poor	Good	150	61.4
January 2001	Poor	Very Good	Poor	Good	100	63.9
January 1999	Poor	Very Good	Poor	Good	90	63.9
March 1997	Poor	Very Good	Poor	Good	90	63.9
April 1995	Poor	Very Good	Poor	Good	100	59.5
May 1993	Poor	Very Good	Poor	Good	60	53.2
May 1991	Fair	Good	Fair	Good	200	76.2

© 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/1616571