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ShawsvillePike 653 over Goose Creek

Floyd County, Virginia

Map

Coordinates:
+37.08619, -80.20478
37°05'10" N, 80°12'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ShawsvillePike 653 over Goose Creek
Structure number:000000000007561
Location:1.81 Rt 660; 1.52 Mont Co
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:321 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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 assessed or calculated scour condition. [5]
Sufficiency rating:81.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,444,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryFair32181.8
May 2016FairSatisfactorySatisfactoryFair32181.8
May 2014FairSatisfactoryGoodFair31681.8
May 2012FairSatisfactoryGoodFair31681.8
May 2010FairGoodGoodFair31681.8
May 2008FairGoodGoodSatisfactory31694.8
May 2006FairGoodGoodSatisfactory31994.8
May 2004FairGoodGoodSatisfactory31194.8
May 2002FairGoodGoodSatisfactory31794.8
May 2000FairGoodGoodSatisfactory24397.8
May 1998FairGoodGoodSatisfactory24397.8
May 1996FairGoodGoodSatisfactory20297.9
June 1994FairGoodGoodSatisfactory18797.9
June 1992GoodVery GoodVery GoodGood15397.9
May 1990GoodVery GoodVery GoodGood15397.9