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AL 293 over BRANCH

Map

Coordinates:
+32.36609, -86.08083
32°21'58" N, 86°04'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2018

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]
Sufficiency rating:93.9
Estimated cost of work:$937,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Good7 out of 1048993.9
June 2016Good7 out of 1048993.9
June 2014Good7 out of 1048993.9
June 2012Good7 out of 1030093.9
May 2010Good7 out of 1030093.9
July 2008Good7 out of 1030096.9
February 2006Good7 out of 105097.0
February 2004Good7 out of 105097.0
September 2002Good7 out of 1050100.0