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S-1-135 over BR TO TURKEY CR.

Map

Coordinates:
+34.43583, -82.36183
34°26'09" N, 82°21'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-1-135 over BR TO TURKEY CR.
Structure number:000000000004684
Old structure number:000170013500100 (from 1992 edition)
Location:4.2 MI NW 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:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1966
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:Fair
Status:Open, no restriction [A]
Average daily traffic:1,290 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:54.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair129054.4
October 2017FairSatisfactorySatisfactoryFair129054.4
October 2016FairSatisfactorySatisfactoryFair129054.4
October 2015FairSatisfactorySatisfactoryFair129054.4
October 2014FairSatisfactorySatisfactoryFair129054.7
October 2013FairSatisfactorySatisfactoryFair129054.7
October 2012FairSatisfactorySatisfactoryFair129054.7
October 2011FairSatisfactorySatisfactoryFair129054.7
November 2010FairSatisfactorySatisfactoryFair129054.7
September 2009FairSatisfactorySatisfactoryFair129054.7
September 2008FairSatisfactorySatisfactoryFair129054.7
October 2007FairSatisfactorySatisfactoryFair123654.7
October 2006FairSatisfactorySatisfactoryFair118054.8
October 2005FairSatisfactorySatisfactoryFair28062.7
October 1999FairSatisfactorySatisfactoryFair4068.4
September 1991FairGoodGoodSatisfactory3078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2001505
Reinforced Concrete Pier Caplinear ft.1641442000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000
Deck
Reinforced Concrete Slabsq. ft.2,0552,055000