ROUTE 0060 over WOODS CREEK

Map

Coordinates:
+37.78775, -79.44784
37°47'16" N, 79°26'52" W

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

Name:	ROUTE 0060 over WOODS CREEK
Structure number:	000000000020483
Location:	.98 ECL LEX & .47 WCL LEX
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	128.0 ft. `[39.0 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1928
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,743 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	59.7
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$240,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Fair	Fair	Fair	5743	59.7
March 2016	Fair	Fair	Fair	Fair	5743	62.2
March 2014	Fair	Fair	Fair	Fair	4550	62.5
March 2012	Fair	Fair	Fair	Fair	4550	62.5
March 2010	Fair	Fair	Fair	Fair	4550	62.5
March 2009	Fair	Fair	Fair	Fair	4550	62.5
March 2008	Fair	Fair	Fair	Fair	4550	62.5
March 2007	Fair	Fair	Fair	Fair	4550	62.5
March 2006	Fair	Satisfactory	Fair	Fair	4550	63.5
March 2005	Fair	Satisfactory	Fair	Fair	4550	66.0
April 2004	Fair	Satisfactory	Fair	Fair	4550	66.0
April 2003	Fair	Satisfactory	Fair	Fair	4550	66.0
June 2002	Fair	Satisfactory	Fair	Fair	4550	66.0
June 2001	Fair	Satisfactory	Fair	Fair	4550	66.0
June 2000	Fair	Good	Good	Satisfactory	4550	77.0
June 1999	Good	Good	Very Good	Very Good	4550	77.0
June 1998	Good	Good	Very Good	Very Good	4550	78.0
June 1997	Good	Good	Very Good	Very Good	4550	70.5
March 1996	Good	Good	Very Good	Very Good	4050	70.5
March 1995	Good	Good	Very Good	Good	4050	70.5
May 1994	Good	Good	Very Good	Good	4050	70.5
June 1993	Good	Good	Very Good	Good	4050	70.5
June 1991	Good	Good	Very Good	Good	4050	70.5