WINNINGHAM ROAD over DEEP CREEK

Map

Coordinates:
+37.20298, -78.06934
37°12'11" N, 78°04'10" W

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

Name:	WINNINGHAM ROAD over DEEP CREEK
Structure number:	000000000012865
Location:	.9 FR 618 & 1.3 TO 613
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	62.7 ft. `[19.1 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1945
Year reconstructed:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	272 `[as of 2014]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	32.1
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$266,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Very Good	Very Good	Good	272	32.1
June 2017	Good	Very Good	Very Good	Good	272	32.1
June 2016	Good	Very Good	Very Good	Good	272	32.1
June 2015	Good	Very Good	Very Good	Good	272	32.1
June 2014	Poor	Fair	Poor	Fair	250	17.4
June 2013	Fair	Fair	Fair	Fair	250	49.9
June 2012	Fair	Fair	Fair	Fair	250	49.9
June 2011	Fair	Fair	Fair	Fair	250	49.9
June 2010	Fair	Satisfactory	Fair	Fair	250	47.9
June 2009	Fair	Satisfactory	Fair	Fair	250	49.9
June 2008	Fair	Satisfactory	Fair	Fair	261	49.8
June 2007	Fair	Satisfactory	Fair	Fair	261	49.8
June 2006	Fair	Satisfactory	Fair	Fair	261	49.8
June 2005	Fair	Satisfactory	Fair	Fair	261	49.8
June 2004	Fair	Very Good	Satisfactory	Fair	261	51.5
June 2003	Fair	Very Good	Satisfactory	Fair	261	51.5
June 2002	Fair	Very Good	Satisfactory	Fair	248	51.5
June 2001	Fair	Satisfactory	Satisfactory	Fair	248	48.5
June 2000	Fair	Satisfactory	Satisfactory	Fair	248	48.5
June 1999	Fair	Good	Good	Fair	248	48.5
June 1998	Fair	Good	Satisfactory	Fair	248	48.5
July 1997	Fair	Satisfactory	Satisfactory	Fair	248	48.5
June 1996	Fair	Good	Satisfactory	Fair	294	48.4
June 1995	Fair	Good	Good	Satisfactory	294	58.5
June 1994	Good	Very Good	Very Good	Very Good	294	58.5
June 1993	Good	Good	Very Good	Very Good	294	58.5
June 1992	Good	Very Good	Very Good	Very Good	208	53.8
May 1991	Good	Very Good	Very Good	Good	208	53.8