Share:

ROUTE 0060 over WOODS CREEK

Map

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

Facts

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]

Latest Available Inspection: March 2016

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:62.2
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$240,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairFairFairFair574362.2
March 2014FairFairFairFair455062.5
March 2012FairFairFairFair455062.5
March 2010FairFairFairFair455062.5
March 2009FairFairFairFair455062.5
March 2008FairFairFairFair455062.5
March 2007FairFairFairFair455062.5
March 2006FairSatisfactoryFairFair455063.5
March 2005FairSatisfactoryFairFair455066.0
April 2004FairSatisfactoryFairFair455066.0
April 2003FairSatisfactoryFairFair455066.0
June 2002FairSatisfactoryFairFair455066.0
June 2001FairSatisfactoryFairFair455066.0
June 2000FairGoodGoodSatisfactory455077.0
June 1999GoodGoodVery GoodVery Good455077.0
June 1998GoodGoodVery GoodVery Good455078.0
June 1997GoodGoodVery GoodVery Good455070.5
March 1996GoodGoodVery GoodVery Good405070.5
March 1995GoodGoodVery GoodGood405070.5
May 1994GoodGoodVery GoodGood405070.5
June 1993GoodGoodVery GoodGood405070.5
June 1991GoodGoodVery GoodGood405070.5