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S-11-276 over BR OF THICKETTY CK

Map

Coordinates:
+34.99647, -81.69046
34°59'47" N, 81°41'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-11-276 over BR OF THICKETTY CK
Structure number:000000000003835
Old structure number:001170027600100 (from 1992 edition)
Location:5.6MI SW GAFFNEY
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:1962
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:74.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory15074.2
October 2017FairSatisfactorySatisfactorySatisfactory15074.2
October 2016FairSatisfactorySatisfactorySatisfactory15074.2
October 2015FairSatisfactorySatisfactorySatisfactory15074.2
October 2014FairSatisfactorySatisfactorySatisfactory15074.2
October 2013FairSatisfactorySatisfactorySatisfactory15074.2
November 2012FairSatisfactorySatisfactorySatisfactory15072.2
October 2011FairSatisfactorySatisfactorySatisfactory15072.2
November 2010FairSatisfactorySatisfactorySatisfactory15072.2
October 2009FairSatisfactorySatisfactorySatisfactory15072.2
October 2008FairSatisfactorySatisfactorySatisfactory15072.2
October 2007FairSatisfactorySatisfactorySatisfactory15072.2
November 2006FairSatisfactorySatisfactorySatisfactory15072.2
October 2005FairSatisfactorySatisfactorySatisfactory14072.2
November 1999FairSatisfactorySatisfactorySatisfactory14072.4
January 1991GoodGoodGoodGood11072.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach3027030
Reinforced Concrete Pier Caplinear ft.155155000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150150000
Deck
Reinforced Concrete Slabsq. ft.2,0632,0006300