+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 2014 

Status:Open, no restriction [A]
Average daily traffic:460 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 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. ratingEvaluationDeckSuper.Sub.ADT
June 201480.7Not deficientVery GoodGoodGood460
June 201278.2Not deficientVery GoodGoodGood460
June 201077.1Not deficientVery GoodGoodGood700
June 200877.1Not deficientVery GoodGoodGood700
May 200677.2Not deficientVery GoodGoodGood580
May 200477.2Not deficientVery GoodGoodGood590
May 200278.2Not deficientVery GoodGoodGood500
May 200078.2Not deficientVery GoodGoodGood500
October 199878.2Not deficientVery GoodVery GoodVery Good500
March 199680.2Not deficientGoodGoodGood500
March 199480.7Not deficientGoodVery GoodGood500
April 199280.7Not deficientGoodVery GoodGood440
July 199080.7Not deficientGoodVery GoodGood440