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SC 243 over BEAVERDAM CREEK

Map

Coordinates:
+34.52716, -82.87572
34°31'38" N, 82°52'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 243 over BEAVERDAM CREEK
Structure number:000000000003167
Old structure number:000440024300200 (from 1992 edition)
Location:13.0 MI NW OF ANDERSON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Owner:State Highway Agency [01]
Year built:1960
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,400 [as of 2017]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Fair6 out of 10240096.8
January 2016Fair6 out of 10260096.8
January 2014Fair6 out of 10230097.0
January 2012Fair6 out of 10260097.0
December 2009Fair6 out of 10290097.0
February 2008Good7 out of 10210097.0
February 2006Good7 out of 10260097.0
January 1998Good7 out of 10220097.0
January 1992Good7 out of 10138597.0