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DOUBLE BRIDGES RD over BIG COTTON INDIAN CREEK

Map 

Coordinates:
+33.60138, -84.28782
33°36'05" N, 84°17'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUBLE BRIDGES RD over BIG COTTON INDIAN CREEK
Structure number:000000006350020
Location:2.5 MI E OF LAKE CITY
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:50.9 ft. [15.5 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1984
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:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:1,930 [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:Better than present minimum criteria [7]
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:99.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.5Not deficient---1930
April 201399.5Not deficient---1930
April 201199.4Not deficient---2202
May 200999.5Not deficient---1900
April 200799.4Not deficient---1990
April 200599.6Not deficient---1530
June 200399.6Not deficient---1560
September 200199.6Not deficient---1550
May 199999.5Not deficient---1810
August 199799.5Not deficient---1640
March 199599.5Not deficient---1640
June 199399.5Not deficient---1640
September 199199.5Not deficient---1640