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S-6-62 over STRINGFELLOW CREEK

Map

Coordinates:
+33.38334, -81.50716
33°23'00" N, 81°30'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-6-62 over STRINGFELLOW CREEK
Structure number:000000000005215
Old structure number:000670006200100 (from 1992 edition)
Location:5 MI SW WILLISTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1968
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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2017]
Truck traffic:6% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:67.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair15067.1
June 2017FairSatisfactorySatisfactoryFair15067.1
June 2016FairSatisfactorySatisfactoryFair15067.1
June 2015FairFairFairFair15066.2
June 2014FairFairFairFair15066.2
July 2013FairFairFairFair15066.2
June 2012FairFairFairGood15066.2
July 2011FairFairGoodGood15076.2
August 2010GoodGoodGoodGood15077.2
July 2009GoodGoodGoodGood15077.2
August 2008GoodGoodGoodGood15077.2
August 2007GoodGoodGoodGood15077.2
August 2006GoodGoodGoodGood15077.2
August 2005GoodGoodGoodGood14077.2
July 1999GoodVery GoodVery GoodVery Good7078.4
May 1991GoodVery GoodVery GoodVery Good6078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2521121
Reinforced Concrete Pier Caplinear ft.135135000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Deck
Reinforced Concrete Slabsq. ft.1,6201,205104050