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SR 252 over SATILLA RIVER OVERFLOW

Map 

Coordinates:
+30.95103, -81.91304
30°57'04" N, 81°54'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 252 over SATILLA RIVER OVERFLOW
Structure number:000000004900360
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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:22.8 tons [20.7 metric tons]
Inventory rating:13.9 tons [12.6 metric tons]
Sufficiency rating:64.5
Estimated cost of work:$1,055,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201564.5Not deficientSatisfactorySatisfactorySatisfactory530
July 201364.5Not deficientGoodGoodSatisfactory530
July 201165.6Not deficientGoodGoodSatisfactory480
June 200965.3Not deficientGoodGoodSatisfactory670
May 200765.3Not deficientGoodGoodSatisfactory700
June 200565.4Not deficientGoodGoodSatisfactory600
June 200388.7Not deficientGoodGoodSatisfactory800
August 200183.6Functionally obsoleteGoodGoodSatisfactory2400
October 199983.7Functionally obsoleteGoodGoodSatisfactory2300
February 199795.9Not deficientVery GoodVery GoodGood640
February 199596.9Not deficientVery GoodVery GoodGood640
January 199397.9Not deficientVery GoodVery GoodGood640
January 199197.9Not deficientVery GoodVery GoodGood640