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S-6-189 over WHALEY BRANCH

Map

Coordinates:
+33.40286, -81.33209
33°24'10" N, 81°19'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-6-189 over WHALEY BRANCH
Structure number:000000000003185
Old structure number:000670018900100 (from 1992 edition)
Location:5 MI E WILLISTON
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: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: June 2017

Good/Fair/Poor Condition:Poor
Status:New structure not yet open to traffic [G]
Average daily traffic:120 [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:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:34.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$246,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorSatisfactorySatisfactoryPoor12034.9
June 2016PoorSatisfactorySatisfactoryPoor12049.2
June 2015PoorFairFairPoor12048.2
June 2014PoorFairFairPoor12048.2
July 2013PoorFairFairPoor12048.2
July 2012PoorFairFairPoor12048.2
July 2011PoorGoodGoodPoor12049.2
August 2010PoorGoodGoodPoor12049.2
July 2009PoorGoodGoodPoor12049.2
August 2008PoorGoodGoodPoor12049.2
August 2007PoorGoodGoodPoor12049.2
August 2006PoorGoodGoodPoor12049.2
August 2005PoorGoodGoodPoor12049.2
July 1999GoodVery GoodVery GoodGood24072.4
May 1991GoodVery GoodVery GoodVery Good20072.2