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S-3-88 over FIDDLER CREEK

Map

Coordinates:
+33.09244, -81.37320
33°05'33" N, 81°22'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-3-88 over FIDDLER CREEK
Structure number:000000000003567
Old structure number:000370008800100 (from 1992 edition)
Location:7MI NW ALLENDALE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
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:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1961
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: May 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:116 [as of 2017]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$306,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018PoorSatisfactorySatisfactoryPoor11649.0
May 2016FairSatisfactorySatisfactoryFair11662.1
May 2015FairFairFairFair11660.0
May 2014FairFairFairFair11660.2
June 2013FairFairFairFair11660.2
May 2012FairFairFairFair11661.2
June 2011FairGoodGoodFair8763.2
June 2010FairGoodGoodFair8763.2
July 2009FairGoodGoodFair8763.2
July 2008FairGoodGoodFair8763.2
July 2007FairGoodGoodFair8563.2
June 2006FairGoodGoodFair8063.2
July 2005FairGoodGoodFair12062.2
June 1999FairGoodGoodFair7063.4
April 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 Pileeach2521112
Reinforced Concrete Pier Caplinear ft.138013260
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120120000
Deck
Reinforced Concrete Slabsq. ft.1,65001,65000