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SC 18 over CHEROKEE CREEK

Map

Coordinates:
+35.10642, -81.61251
35°06'23" N, 81°36'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 18 over CHEROKEE CREEK
Structure number:000000000002676
Old structure number:001140001800300 (from 1992 edition)
Location:3.0MI NE OF GAFFNEY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,400 [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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:71.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$449,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactorySatisfactory940071.9
December 2015FairSatisfactorySatisfactorySatisfactory950076.7
December 2013FairSatisfactorySatisfactorySatisfactory1100076.5
December 2011FairSatisfactorySatisfactorySatisfactory920076.7
December 2009FairSatisfactorySatisfactorySatisfactory960076.7
January 2008FairSatisfactorySatisfactorySatisfactory970076.7
January 2006FairSatisfactorySatisfactorySatisfactory940076.7
January 2000FairSatisfactoryGoodGood1250072.3
February 1990GoodGoodVery GoodVery Good732472.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600060000
Deck
Reinforced Concrete Decksq. ft.3,40803,40800
Wearing Surfacessq. ft.3,36003,36000
Substructure
Reinforced Concrete Columneach1010000
Reinforced Concrete Pier Caplinear ft.1661501600
Joints
Pourable Jointlinear ft.100010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000