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

Map 

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

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201550.8Functionally obsoleteSatisfactoryFairSatisfactory17410
August 201349.8Functionally obsoleteFairFairSatisfactory17410
August 201149.8Functionally obsoleteFairFairSatisfactory19320
August 200949.8Functionally obsoleteFairFairSatisfactory22900
August 200750.8Functionally obsoleteFairFairSatisfactory22650
August 200550.8Functionally obsoleteFairFairSatisfactory20950
July 200350.8Functionally obsoleteFairFairGood21030
August 200150.8Functionally obsoleteFairFairGood21030
September 199950.8Functionally obsoleteFairFairGood18950
October 199751.8Functionally obsoleteSatisfactoryFairGood18990
September 199551.7Functionally obsoleteSatisfactoryFairGood18250
September 199365.0Functionally obsoleteSatisfactorySatisfactoryGood16620
August 199161.0Functionally obsoleteFairSatisfactoryGood19800