WOODVILLE RD. over SOUTH BRANCH ROCKY FORK

Map

Coordinates:
+40.71882, -82.49579
40°43'08" N, 82°29'45" W

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

Name:	WOODVILLE RD. over SOUTH BRANCH ROCKY FORK
Structure number:	7035691
Location:	1.8 MI N OF HANLEY RD.
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	55.1 ft. `[16.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1991
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	311 `[as of 2015]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	99.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Very Good	311	99.9
June 2017	Good	Good	Good	Very Good	311	99.9
June 2016	Good	Very Good	Very Good	Very Good	311	99.9
October 2015	Good	Very Good	Very Good	Very Good	144	100.0
September 2014	Good	Very Good	Very Good	Very Good	144	100.0
October 2013	Good	Very Good	Very Good	Very Good	144	98.0
October 2012	Good	Very Good	Very Good	Very Good	144	98.0
October 2011	Good	Very Good	Very Good	Very Good	144	99.0
August 2010	Good	Very Good	Very Good	Very Good	144	100.0
July 2009	Good	Very Good	Very Good	Very Good	144	100.0
August 2008	Good	Very Good	Very Good	Very Good	144	100.0
July 2007	Good	Very Good	Very Good	Very Good	144	100.0
November 2006	Good	Very Good	Very Good	Very Good	144	100.0
August 2005	Good	Very Good	Very Good	Very Good	144	100.0
August 2004	Good	Very Good	Very Good	Very Good	144	100.0
September 2002	Good	Very Good	Very Good	Very Good	144	100.0
August 2001	Good	Very Good	Very Good	Very Good	144	100.0
August 2000	Good	Very Good	Very Good	Very Good	144	99.9
September 1999	Good	Very Good	Very Good	Very Good	144	99.9
August 1998	Good	Very Good	Very Good	Very Good	144	99.9
September 1997	Good	Very Good	Very Good	Very Good	144	99.9
September 1996	Good	Very Good	Very Good	Very Good	144	99.9
October 1995	Good	Very Good	Very Good	Very Good	144	99.9
September 1994	Good	Excellent	Excellent	Excellent	144	99.9
September 1993	Good	Excellent	Excellent	Excellent	144	99.9
October 1992	Good	Excellent	Excellent	Excellent	144	99.9
September 1991	Good	Excellent	Excellent	Excellent	144	99.9