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S-11-61 over LINDER CREEK

Map

Coordinates:
+35.09457, -81.73793
35°05'40" N, 81°44'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-11-61 over LINDER CREEK
Structure number:000000000004954
Old structure number:001170006100100 (from 1992 edition)
Location:4.1MI NW GAFFNEY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:165.0 ft. [50.3 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:1967
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:11
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:663 [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: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:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:69.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory66369.6
October 2017FairSatisfactorySatisfactorySatisfactory66369.6
October 2016FairSatisfactorySatisfactorySatisfactory26169.7
October 2015FairSatisfactorySatisfactorySatisfactory26169.7
October 2014FairSatisfactorySatisfactorySatisfactory27069.7
October 2013FairSatisfactorySatisfactorySatisfactory27069.7
October 2012FairSatisfactorySatisfactorySatisfactory27069.7
October 2011FairSatisfactorySatisfactorySatisfactory27069.7
October 2010FairSatisfactorySatisfactorySatisfactory27067.7
October 2009FairSatisfactorySatisfactorySatisfactory27067.7
October 2008FairSatisfactorySatisfactorySatisfactory27067.7
October 2007FairSatisfactorySatisfactorySatisfactory27067.7
October 2006FairSatisfactorySatisfactorySatisfactory27067.7
October 2005FairSatisfactorySatisfactorySatisfactory26067.7
October 1999FairSatisfactorySatisfactorySatisfactory18072.4
February 1991GoodGoodGoodGood25072.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach6059100
Reinforced Concrete Pier Caplinear ft.3363000360
Timber Pier Caplinear ft.1801800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.330330000
Deck
Reinforced Concrete Slabsq. ft.4,5544,5000540