Maxwell Blvd. over SCLLN RR


+32.37744, -86.32351
32°22'39" N, 86°19'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Maxwell Blvd. over SCLLN RR
Structure number:001306
Old structure number:0000010851M0350 (from 1992 edition)
Location:100 FT.W. OF I65
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:94.2 ft. [28.7 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,980 [as of 1990]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.5 tons [68.6 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:60.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,246,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201660.8FairFairFairFairFO6980
December 201458.7PoorPoorFairFairSD6980
December 201250.2FairFairFairFairFO6980
December 201050.2FairFairFairFairFO6980
November 200850.2FairFairFairFairFO6980
December 200651.2FairFairFairFairFO6980
November 200451.2FairFairFairFairFO6980
November 200263.0FairSatisfactorySatisfactorySatisfactoryFO6980
November 200063.0FairSatisfactorySatisfactorySatisfactoryFO6980
November 199862.0FairSatisfactorySatisfactorySatisfactoryFO6980
October 199661.7FairSatisfactorySatisfactorySatisfactoryFO6980
April 199463.8FairSatisfactorySatisfactoryGood-6980
August 199262.8FairSatisfactoryGoodGood-6980
May 199074.6FairSatisfactoryGoodGood-6980