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SR 104 over LITTLE KIOKEE CREEK

Map

Coordinates:
+33.58602, -82.21321
33°35'10" N, 82°12'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 104 over LITTLE KIOKEE CREEK
Structure number:000000007300130
Location:6.6 MI NE OF APPLING
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:36.1 ft. [11.0 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,940 [as of 2012]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:77.0
Estimated cost of work:$1,055,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactorySatisfactory694077.0
June 2015FairSatisfactorySatisfactorySatisfactory694069.1
May 2013FairSatisfactorySatisfactorySatisfactory694069.1
June 2011FairSatisfactorySatisfactorySatisfactory632069.6
July 2009FairSatisfactorySatisfactorySatisfactory740068.7
June 2007FairSatisfactorySatisfactorySatisfactory632069.6
June 2005FairSatisfactorySatisfactorySatisfactory746068.6
July 2003FairSatisfactorySatisfactorySatisfactory680082.5
July 2001FairSatisfactorySatisfactorySatisfactory780081.7
July 1999FairSatisfactorySatisfactorySatisfactory740090.0
July 1997FairSatisfactorySatisfactorySatisfactory713088.2
August 1995FairGoodGoodSatisfactory713088.1
December 1993FairGoodGoodSatisfactory713088.1
March 1992FairGoodGoodSatisfactory603088.8
September 1990FairGoodGoodFair579077.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.900900000
Deck
Reinforced Concrete Top Flangesq. ft.6,30006,30000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.7676000
Steel Pileeach1515000
Steel Protective Coatingsq. ft.74051102290
Reinforced Concrete Pier Caplinear ft.144144000
Joints
Pourable Jointlinear ft.210002100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.360360000