S-11-61 over LINDER CREEK


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


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.
Timber Pileeach6059100
Reinforced Concrete Pier Caplinear ft.3363000360
Timber Pier Caplinear ft.1801800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.330330000
Reinforced Concrete Slabsq. ft.4,5544,5000540