Share:

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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201462.4Not deficientGoodGoodSatisfactory970
June 201262.4Not deficientGoodGoodSatisfactory970
June 201062.5Not deficientGoodGoodSatisfactory940
June 200864.1Not deficientGoodGoodSatisfactory940
May 200664.1Not deficientGoodGoodSatisfactory970
May 200463.7Not deficientGoodGoodGood1210
May 200263.6Not deficientGoodGoodGood1300
May 200059.8Functionally obsoleteGoodGoodGood2400
November 199859.8Functionally obsoleteVery GoodVery GoodGood2400
March 199661.8Functionally obsoleteGoodGoodVery Good2400
March 199461.8Functionally obsoleteGoodGoodVery Good2400
April 199266.0Not deficientGoodGoodVery Good1000
July 199066.1Not deficientGoodGoodVery Good890