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S-13-344 over WILSON BRANCH

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Pileeach50500
Timber Pileeach1515000
Reinforced Concrete Pier Caplinear ft.110940160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,2331,233000