AL 269 M.P.1.43 over T C I STEEL MILL


+33.51435, -86.90115
33°30'52" N, 86°54'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:AL 269 M.P.1.43 over T C I STEEL MILL
Structure number:004979
Old structure number:000002693700160 (from 1992 edition)
Location:20 TH ST ENSLEY
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:165.0 ft. [50.3 m]
Total length:1590.0 ft. [484.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1954
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:8
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: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,410 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.8 tons [52.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:50.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$20,470,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201550.8FairSatisfactoryFairSatisfactoryFO17410
August 201349.8FairFairFairSatisfactoryFO17410
August 201149.8FairFairFairSatisfactoryFO19320
August 200949.8FairFairFairSatisfactoryFO22900
August 200750.8FairFairFairSatisfactoryFO22650
August 200550.8FairFairFairSatisfactoryFO20950
July 200350.8FairFairFairGoodFO21030
August 200150.8FairFairFairGoodFO21030
September 199950.8FairFairFairGoodFO18950
October 199751.8FairSatisfactoryFairGoodFO18990
September 199551.7FairSatisfactoryFairGoodFO18250
September 199365.0FairSatisfactorySatisfactoryGoodFO16620
August 199161.0FairFairSatisfactoryGoodFO19800