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SR 203 over BIG SATILLA CREEK

Map 

Coordinates:
+31.59101, -82.31192
31°35'28" N, 82°18'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 203 over BIG SATILLA CREEK
Structure number:000000000500130
Location:9.5 MI E OF ALMA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:339.9 ft. [103.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1962
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:10
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: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:970 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:62.4
Estimated cost of work:$1,993,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201662.4FairGoodGoodSatisfactory-970
June 201462.4FairGoodGoodSatisfactory-970
June 201262.4FairGoodGoodSatisfactory-970
June 201062.5FairGoodGoodSatisfactory-940
June 200864.1FairGoodGoodSatisfactory-940
May 200664.1FairGoodGoodSatisfactory-970
May 200463.7GoodGoodGoodGood-1210
May 200263.6GoodGoodGoodGood-1300
May 200059.8GoodGoodGoodGoodFO2400
November 199859.8GoodVery GoodVery GoodGoodFO2400
March 199661.8GoodGoodGoodVery GoodFO2400
March 199461.8GoodGoodGoodVery GoodFO2400
April 199266.0GoodGoodGoodVery Good-1000
July 199066.1GoodGoodGoodVery Good-890