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S-6-632 over GALL BRANCH

Map

Coordinates:
+33.27468, -81.22239
33°16'29" N, 81°13'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-6-632 over GALL BRANCH
Structure number:000000000006227
Old structure number:000670063200100 (from 1992 edition)
Location:8.5 MI E BARNWELL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1973
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2017]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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: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 minimum criteria [6]
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:72.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory12072.2
June 2017FairSatisfactorySatisfactorySatisfactory12072.2
June 2016FairSatisfactorySatisfactorySatisfactory12072.2
June 2015FairFairFairFair12060.2
June 2014FairFairFairFair12060.2
July 2013FairFairFairFair12060.2
June 2012FairFairFairGood12060.2
July 2011GoodGoodGoodGood3073.2
July 2010GoodGoodGoodGood3073.2
July 2009GoodGoodGoodGood3073.2
August 2008GoodGoodGoodGood3073.2
August 2007GoodGoodGoodGood3073.2
August 2006GoodGoodGoodGood3073.2
August 2005GoodGoodGoodGood3073.2
June 1999GoodVery GoodVery GoodVery Good7073.4
May 1991GoodVery GoodVery GoodVery Good6073.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2019010
Reinforced Concrete Pier Caplinear ft.110106040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,23869854000