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ROUTE 0060 over WOODS CREEK

Map

Coordinates:
+37.78833, -79.44833
37°47'18" N, 79°26'54" 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]
Operating rating:55.4 tons [50.4 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201662.2FairFairFairFairFO5743
March 201462.5FairFairFairFairFO4550
March 201262.5FairFairFairFairFO4550
March 201062.5FairFairFairFairFO4550
March 200962.5FairFairFairFairFO4550
March 200862.5FairFairFairFairFO4550
March 200762.5FairFairFairFairFO4550
March 200663.5FairSatisfactoryFairFairFO4550
March 200566.0FairSatisfactoryFairFairFO4550
April 200466.0FairSatisfactoryFairFairFO4550
April 200366.0FairSatisfactoryFairFairFO4550
June 200266.0FairSatisfactoryFairFairFO4550
June 200166.0FairSatisfactoryFairFairFO4550
June 200077.0FairGoodGoodSatisfactoryFO4550
June 199977.0GoodGoodVery GoodVery GoodFO4550
June 199878.0GoodGoodVery GoodVery GoodFO4550
June 199770.5GoodGoodVery GoodVery GoodFO4550
March 199670.5GoodGoodVery GoodVery GoodFO4050
March 199570.5GoodGoodVery GoodGoodFO4050
May 199470.5GoodGoodVery GoodGoodFO4050
June 199370.5GoodGoodVery GoodGoodFO4050
June 199170.5GoodGoodVery GoodGoodFO4050