US 82 WBL over SCL RR


+32.32646, -86.31883
32°19'35" N, 86°19'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 WBL over SCL RR
Structure number:005126
Old structure number:00000006510091A (from 1992 edition)
Location:1.1 MI E OF I65
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1955
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,650 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:51.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,338,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairFairSatisfactory1765051.3
December 2015FairFairFairSatisfactory1765051.3
November 2013FairFairFairSatisfactory1765064.3
November 2011FairFairFairSatisfactory1647564.5
October 2009FairFairSatisfactorySatisfactory1942575.5
October 2007FairFairSatisfactorySatisfactory1912073.6
November 2005FairFairSatisfactorySatisfactory1894575.6
November 2003FairSatisfactorySatisfactorySatisfactory1949576.6
December 2001FairSatisfactorySatisfactorySatisfactory1949576.6
December 1999FairSatisfactorySatisfactoryGood1993074.5
January 1998FairSatisfactorySatisfactoryGood1926574.6
January 1996FairSatisfactorySatisfactoryGood1925575.1
January 1994FairGoodSatisfactoryGood1866574.1
December 1991FairGoodSatisfactoryGood1747074.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.720070749
Reinforced Concrete Top Flangesq. ft.4,82402,1252,61881
Reinforced Concrete Pier Walllinear ft.7971800
Reinforced Concrete Abutmentlinear ft.94811300
Steel Pileeach2001910
Steel Protective Coatingsq. ft.592059200
Reinforced Concrete Pier Caplinear ft.138125814
Open Jointlinear ft.1881337480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2881980900
Reinforced Concrete Bridge Raillinear ft.2882464200