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SC 9 over GILLS CREEK

Map

Coordinates:
+34.73546, -80.68708
34°44'08" N, 80°41'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SC 9 over GILLS CREEK
Structure number:000000000001069
Old structure number:002940000900700 (from 1992 edition)
Location:4.8 MI E OF LANCASTER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:42.0 ft. [12.8 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:60.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$681,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201660.8PoorPoorFairGoodSD6100
August 201460.9PoorPoorFairGoodSD5800
August 201260.7PoorPoorFairGoodSD6500
September 201060.8PoorPoorFairGoodSD6000
August 200860.7PoorPoorFairGoodSD6700
August 200672.0PoorPoorSatisfactoryGoodSD6100
August 200472.0PoorPoorSatisfactoryGoodSD6300
August 199874.6FairFairSatisfactoryGoodFO6500
May 199075.6GoodVery GoodGoodGoodFO4260