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AL 18 over BUCK CREEK

Map

Coordinates:
+33.74797, -88.09052
33°44'53" N, 88°05'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL 18 over BUCK CREEK
Structure number:012160
Old structure number:000000183801120 (from 1992 edition)
Location:VERNON CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:10.5 ft. [3.2 m]
Total length:32.2 ft. [9.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1979
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]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,080 [as of 2013]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:98.6
Estimated cost of work:$751,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Good7 out of 10308098.6
October 2016Good7 out of 10308098.6
October 2014Good7 out of 10308098.6
September 2012Good7 out of 10273098.7
September 2010Good7 out of 10299098.6
September 2008Good7 out of 10306098.6
August 2006Good7 out of 10300098.6
August 2004Good7 out of 10299098.6
August 2002Good7 out of 10303098.6
August 2000Good7 out of 10453097.9
August 1998Good7 out of 10336098.4
August 1996Good7 out of 10376098.2
August 1994Good7 out of 10324098.5
August 1992Good7 out of 10325097.5
August 1990Good7 out of 10283095.7