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SC 185 over LONG CANE CREEK

Map

Coordinates:
+34.27426, -82.30472
34°16'27" N, 82°18'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 185 over LONG CANE CREEK
Structure number:000000000001413
Old structure number:000140018500200 (from 1992 edition)
Location:7.9 MI OF ABBEIVLLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:53.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$404,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairFair270053.9
September 2015FairFairFairFair250054.0
September 2013FairFairFairFair260053.5
September 2011FairFairFairFair220053.8
August 2009FairFairFairFair250053.6
September 2007FairFairFairFair260053.5
September 2005FairFairFairFair260053.5
September 1999FairGoodGoodSatisfactory240062.5
September 1991FairVery GoodGoodSatisfactory150364.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600059460
Deck
Reinforced Concrete Decksq. ft.3,64503,64500
Wearing Surfacessq. ft.3,6453,46318200
Substructure
Steel Columneach160880
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Columneach40400
Reinforced Concrete Pier Caplinear ft.136013600
Joints
Pourable Jointlinear ft.102010200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.300300000
Steel Protective Coatingsq. ft.10,75310,753000