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SR 252 over SATILLA RIVER OVERFLOW

Map 

Coordinates:
+30.94560, -81.89917
30°56'44" N, 81°53'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 252 over SATILLA RIVER OVERFLOW
Structure number:000000004900370
Location:10 MI N E OF FOLKSTON
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:15.1 ft. [4.6 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:12
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Posted for load [P]
Average daily traffic:530 [as of 2012]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:30.7 tons [27.9 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:72.1
Estimated cost of work:$1,055,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201572.1Not deficientGoodGoodGood530
July 201372.1Not deficientGoodGoodGood530
July 201174.2Not deficientGoodGoodGood480
June 200972.9Not deficientGoodGoodGood670
May 200772.9Not deficientGoodGoodGood700
June 200573.0Not deficientGoodGoodGood600
June 200388.7Not deficientGoodGoodGood800
August 200183.6Functionally obsoleteGoodGoodGood2400
October 199983.7Functionally obsoleteGoodGoodVery Good2300
February 199784.8Not deficientVery GoodFairVery Good640
February 199596.9Not deficientVery GoodVery GoodVery Good640
January 199397.9Not deficientVery GoodVery GoodVery Good640
January 199197.9Not deficientVery GoodVery GoodVery Good640