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AL 293 over BRANCH

Map

Coordinates:
+32.36889, -86.07917
32°22'08" N, 86°04'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:AL 293 over BRANCH
Structure number:018798
Location:.318 MI S. OF US 80
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:12.1 ft. [3.7 m]
Total length:44.0 ft. [13.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2002
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:489 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:48.1 tons [43.7 metric tons]
Inventory rating:28.8 tons [26.2 metric tons]
Sufficiency rating:93.9
Estimated cost of work:$937,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
June 201693.9Good7 out of 10-489
June 201493.9Good7 out of 10-489
June 201293.9Good7 out of 10-300
May 201093.9Good7 out of 10-300
July 200896.9Good7 out of 10-300
February 200697.0Good7 out of 10-50
February 200497.0Good7 out of 10-50
September 2002100.0Good7 out of 10-50