S-13-639 over WILSON BRANCH


+34.69868, -79.89823
34°41'55" N, 79°53'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-13-639 over WILSON BRANCH
Structure number:000000000003232
Old structure number:001370063900100 (from 1992 edition)
Location:C L CHERAW
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:52.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairFairSatisfactory45052.1
November 2017FairFairFairSatisfactory45052.1
November 2016FairFairFairSatisfactory42552.1
November 2015FairFairFairSatisfactory55052.1
November 2014FairSatisfactorySatisfactorySatisfactory60063.1
November 2013FairSatisfactorySatisfactorySatisfactory55063.1
January 2013FairSatisfactorySatisfactorySatisfactory60063.1
November 2011FairSatisfactorySatisfactorySatisfactory50063.6
January 2011FairSatisfactorySatisfactorySatisfactory50067.7
December 2009FairSatisfactorySatisfactorySatisfactory60067.6
January 2009FairSatisfactorySatisfactorySatisfactory65067.6
November 2007FairSatisfactorySatisfactorySatisfactory70067.6
January 2007FairSatisfactorySatisfactorySatisfactory60067.6
November 2005FairSatisfactorySatisfactorySatisfactory60067.6
November 1999FairSatisfactorySatisfactorySatisfactory75067.9
January 1992GoodVery GoodVery GoodGood13072.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Timber Pileeach2019010
Reinforced Concrete Pier Caplinear ft.110110000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Reinforced Concrete Slabsq. ft.1,23301,23300