+31.47094, -82.34897
31°28'15" N, 82°20'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 203 over BRIAR CREEK
Structure number:000000000500140
Location:8 MI SE OF ALMA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1957
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:460 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:80.7
Estimated cost of work:$527,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201680.7GoodGoodGoodGood-460
June 201480.7GoodVery GoodGoodGood-460
June 201278.2GoodVery GoodGoodGood-460
June 201077.1GoodVery GoodGoodGood-700
June 200877.1GoodVery GoodGoodGood-700
May 200677.2GoodVery GoodGoodGood-580
May 200477.2GoodVery GoodGoodGood-590
May 200278.2GoodVery GoodGoodGood-500
May 200078.2GoodVery GoodGoodGood-500
October 199878.2GoodVery GoodVery GoodVery Good-500
March 199680.2GoodGoodGoodGood-500
March 199480.7GoodGoodVery GoodGood-500
April 199280.7GoodGoodVery GoodGood-440
July 199080.7GoodGoodVery GoodGood-440