+32.43515, -86.65047
32°26'07" N, 86°39'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL. 14 over SWIFT CREEK
Structure number:012154
Old structure number:000000140101430 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:100.1 ft. [30.5 m]
Total length:366.2 ft. [111.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,460 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:78.8 tons [71.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:81.4
Estimated cost of work:$4,178,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201681.4FairSatisfactoryGoodGood-5460
April 201481.4FairSatisfactoryGoodGood-5460
April 201281.4FairSatisfactoryGoodGood-4990
April 201081.4FairSatisfactoryGoodGood-4730
May 200881.4FairSatisfactoryGoodGood-4670
May 200681.4FairSatisfactoryGoodGood-4540
May 200481.4FairSatisfactoryGoodGood-4740
May 200281.4FairSatisfactoryGoodGood-4930
May 200081.4FairSatisfactoryGoodGood-4750
May 199881.2FairSatisfactoryGoodGood-4450
May 199681.2FairSatisfactoryGoodGood-4570
March 199481.3GoodGoodVery GoodGood-4270
February 199281.3GoodVery GoodVery GoodVery Good-3370