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


+33.51389, -86.90056
33°30'50" N, 86°54'02" 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,410 [as of 2017]
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairSatisfactory1741050.8
August 2015FairSatisfactoryFairSatisfactory1741050.8
August 2013FairFairFairSatisfactory1741049.8
August 2011FairFairFairSatisfactory1932049.8
August 2009FairFairFairSatisfactory2290049.8
August 2007FairFairFairSatisfactory2265050.8
August 2005FairFairFairSatisfactory2095050.8
July 2003FairFairFairGood2103050.8
August 2001FairFairFairGood2103050.8
September 1999FairFairFairGood1895050.8
October 1997FairSatisfactoryFairGood1899051.8
September 1995FairSatisfactoryFairGood1825051.7
September 1993FairSatisfactorySatisfactoryGood1662065.0
August 1991FairFairSatisfactoryGood1980061.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.9,3225,0833,8703645
Steel Protective Coatingsq. ft.128,898124,724004,174
Reinforced Concrete Decksq. ft.89,040088,7313018
Reinforced Concrete Columneach6354900
Reinforced Concrete Pier Walllinear ft.6406400
Reinforced Concrete Abutmentlinear ft.144132660
Reinforced Concrete Pier Caplinear ft.1,0080963414
Pourable Jointlinear ft.896055272272
Movable Bearingeach118007345
Fixed Bearingeach1181116865
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,18003,147330