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BIG VALLEY ROAD over DRY BRANCH

Map 

Coordinates:
+38.30380, -79.61900
38°18'14" N, 79°37'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BIG VALLEY ROAD over DRY BRANCH
Structure number:000000000010266
Location:7.57 RT 694 - .03 RT 606
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:120 [as of 2014]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:27.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$90,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201727.9PoorFairPoorSatisfactorySD120
February 201627.9PoorFairPoorSatisfactorySD120
February 201545.8PoorFairPoorSatisfactorySD92
February 201459.4PoorFairPoorSatisfactorySD92
February 201359.4PoorFairPoorSatisfactorySD92
May 201159.4PoorFairPoorSatisfactorySD92
May 201059.4PoorFairPoorSatisfactorySD92
February 200975.5FairFairFairSatisfactory-92
March 200875.5FairFairFairSatisfactory-92
January 200787.5FairSatisfactorySatisfactorySatisfactory-92
January 200687.5FairSatisfactorySatisfactorySatisfactory-92
January 200587.5FairGoodSatisfactorySatisfactory-92
February 200470.4FairGoodSatisfactorySatisfactoryFO112
April 200270.4FairGoodSatisfactorySatisfactoryFO112
April 200170.7FairGoodSatisfactorySatisfactoryFO112
February 200069.7FairSatisfactorySatisfactorySatisfactoryFO112
February 199986.7FairSatisfactorySatisfactorySatisfactory-75
March 199886.7FairSatisfactoryVery GoodSatisfactory-75
January 199785.7FairGoodVery GoodSatisfactory-75
January 199685.7FairGoodVery GoodSatisfactory-75
January 199585.7FairGoodVery GoodSatisfactory-75
January 199485.7FairGoodVery GoodSatisfactory-86
January 199285.7FairGoodVery GoodSatisfactory-86
November 199085.7FairGoodVery GoodSatisfactory-70