S-13-344 over WILSON BRANCH


+34.70887, -79.89503
34°42'32" N, 79°53'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-13-344 over WILSON BRANCH
Structure number:000000000003230
Old structure number:001370034400100 (from 1992 edition)
Location:C L CHERAW
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:26.2 ft. [8.0 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:138 [as of 2017]
Truck traffic:2% 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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:62.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactoryFair13862.2
November 2017FairSatisfactorySatisfactoryFair13862.2
November 2016FairSatisfactorySatisfactoryFair13862.2
November 2015FairSatisfactorySatisfactorySatisfactory13872.2
November 2014FairSatisfactorySatisfactorySatisfactory13872.2
November 2013FairSatisfactorySatisfactorySatisfactory13872.2
January 2013FairSatisfactorySatisfactorySatisfactory13872.2
November 2011FairSatisfactorySatisfactorySatisfactory13872.2
January 2011FairSatisfactorySatisfactorySatisfactory13872.2
December 2009FairSatisfactorySatisfactorySatisfactory13872.2
January 2009FairSatisfactorySatisfactorySatisfactory13872.2
November 2007FairSatisfactorySatisfactorySatisfactory13872.2
January 2007FairSatisfactorySatisfactorySatisfactory13072.2
November 2005FairSatisfactorySatisfactorySatisfactory13072.2
November 1999GoodGoodGoodGood9073.4
January 1992FairGoodVery GoodSatisfactory7073.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Pileeach50500
Timber Pileeach1515000
Reinforced Concrete Pier Caplinear ft.110940160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Reinforced Concrete Slabsq. ft.1,2331,233000