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S-1-323 over BR OF TURKEY CREEK

Map

Coordinates:
+34.41598, -82.29255
34°24'58" N, 82°17'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-323 over BR OF TURKEY CREEK
Structure number:000000000005645
Old structure number:000170032300100 (from 1992 edition)
Location:4.2MI NE DONALDS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:75.1 ft. [22.9 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:1970
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2017]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:Superior to present desirable criteria [9]
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:80.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood12080.2
October 2017GoodGoodGoodGood12080.2
October 2016GoodGoodGoodGood12080.2
October 2015GoodGoodGoodGood12080.2
October 2014GoodGoodGoodGood11680.2
October 2013GoodGoodGoodGood11680.2
October 2012GoodGoodGoodGood11680.2
October 2011FairSatisfactorySatisfactorySatisfactory8781.2
December 2010FairSatisfactorySatisfactorySatisfactory8581.2
September 2009FairSatisfactorySatisfactorySatisfactory8581.2
October 2008FairSatisfactorySatisfactorySatisfactory8581.2
October 2007FairSatisfactorySatisfactorySatisfactory8281.2
October 2006FairSatisfactorySatisfactorySatisfactory8081.2
October 2005FairSatisfactorySatisfactorySatisfactory12080.2
October 1999FairGoodGoodFair12067.4
September 1991GoodVery GoodVery GoodGood10078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach3002901
Reinforced Concrete Pier Caplinear ft.165165000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000