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FLETCHER CHAPEL RD over SEAY CREEK

Map

Coordinates:
+36.99851, -78.06823
36°59'55" N, 78°04'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FLETCHER CHAPEL RD over SEAY CREEK
Structure number:000000000011579
Location:.9 FR 600 & .3 TO 615
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:19.4 ft. [5.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1953
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:636 [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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:54.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$560,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair63654.0
September 2017FairFairFairFair63654.0
September 2016FairFairFairFair63654.0
September 2014FairFairFairFair60854.2
September 2012FairSatisfactorySatisfactorySatisfactory60874.4
September 2010FairSatisfactoryGoodSatisfactory60874.4
September 2008FairSatisfactoryGoodSatisfactory60874.4
September 2006FairSatisfactoryGoodGood61674.4
September 2004FairSatisfactoryGoodGood65074.3
September 2002FairSatisfactoryGoodGood61674.4
September 2000FairSatisfactoryGoodGood63574.4
September 1998GoodVery GoodGoodGood63574.4
September 1996GoodGoodGoodGood61774.4
September 1994GoodGoodGoodGood47874.5
September 1992GoodGoodVery GoodVery Good37974.6
September 1990GoodGoodVery GoodVery Good37974.6