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AL 76 over LOGAN BRANCH

Map

Coordinates:
+33.30048, -86.38693
33°18'02" N, 86°23'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL 76 over LOGAN BRANCH
Structure number:015560
Location:AL 76 * LOGAN BRANCH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1992
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,170 [as of 2016]
Truck traffic:16% 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]
Sufficiency rating:98.1
Estimated cost of work:$534,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2016Good7 out of 10317098.1
January 2015Good7 out of 10317098.1
January 2013Good8 out of 10308098.1
January 2011Good8 out of 10309098.1
January 2009Good8 out of 10340097.9
January 2007Good8 out of 10310098.1
January 2005Good8 out of 10296098.2
March 2003Good8 out of 10274098.3
May 2001Good8 out of 10274098.3
June 1999Good8 out of 10243098.4
May 1997Good8 out of 10244098.4
June 1995Good8 out of 10238098.4
June 1993Good8 out of 10230098.4
October 1992Good9 out of 10230098.4