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OKEEFENOKEE PKWY over CLAY BRANCH

Map 

Coordinates:
+30.84057, -82.01430
30°50'26" N, 82°00'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OKEEFENOKEE PKWY over CLAY BRANCH
Structure number:000000004950640
Location:IN CITY LIMITS FOLKSTON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:13.1 ft. [4.0 m]
Total length:41.0 ft. [12.5 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:2007
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:1,810 [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 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]
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:99.8
Estimated cost of work:$240,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201599.8Not deficient---1810
July 201399.8Not deficient---1810
June 201199.7Not deficient---1900
June 200999.7Not deficient---2200
June 200799.7Not deficient---2200