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SR 185 over BARBER BRANCH

Map 

Coordinates:
+30.44165, -82.19819
30°26'30" N, 82°11'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 185 over BARBER BRANCH
Structure number:000000004900320
Location:6 MI S OF JCT SR 94
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:740 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
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]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.4
Estimated cost of work:$270,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201599.4Fair6 out of 10-740
July 201399.4Fair6 out of 10-740
June 201199.3Good7 out of 10-880
July 200999.2Good7 out of 10-950
May 200799.3Good7 out of 10-890
June 200599.2Good7 out of 10-980
June 200399.2Good7 out of 10-1000
September 200199.4Good7 out of 10-700
October 199999.4Good7 out of 10-700
December 199699.4Good8 out of 10-700
February 199599.4Good8 out of 10-700
January 199399.5Good8 out of 10-590
January 199199.5Good8 out of 10-590