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SR 39 over SANDY CREEK

Map 

Coordinates:
+31.69003, -85.04636
31°41'24" N, 85°02'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 39 over SANDY CREEK
Structure number:000000006100060
Location:6 MILES NORTH OF FORT GA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:35.1 ft. [10.7 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.4
Estimated cost of work:$205,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201598.4Not deficient---1600
May 201398.4Not deficient---1600
May 201198.6Not deficient---1340
May 200998.1Not deficient---1880
May 200797.9Not deficient---2010
May 200598.1Not deficient---1880
May 200398.4Not deficient---1600
May 200189.7Not deficient---2500
July 199989.7Not deficient---2500
June 199790.2Not deficient---2000
April 199590.5Not deficient---1700
April 199390.7Not deficient---1600
May 199190.7Not deficient---1600