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AL 271 over ICE RR

Map 

Coordinates:
+32.35000, -86.35000
32°21'00" N, 86°20'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL 271 over ICE RR
Structure number:002768
Old structure number:0000027151M0200 (from 1992 edition)
Location:0.3 MI.N.OF DAY ST*AIRBAS
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:45.9 ft. [14.0 m]
Total length:292.0 ft. [89.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1943
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:7
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: November 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:13,600 [as of 1992]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:33.8 tons [30.7 metric tons]
Inventory rating:20.1 tons [18.3 metric tons]
Sufficiency rating:50.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,086,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201650.7FairSatisfactorySatisfactorySatisfactoryFO13600
November 201450.7FairSatisfactorySatisfactorySatisfactoryFO13600
November 201350.7FairSatisfactorySatisfactorySatisfactoryFO13600
November 201250.7FairSatisfactorySatisfactorySatisfactoryFO13600
November 201048.2FairSatisfactorySatisfactorySatisfactoryFO13600
October 200848.2FairSatisfactorySatisfactorySatisfactoryFO13600
October 200649.2FairSatisfactorySatisfactoryGoodFO13600
October 200449.2FairSatisfactoryGoodGoodFO13600
October 200249.2GoodGoodGoodGoodFO13600
November 200049.2GoodGoodGoodGoodFO13600
December 199848.1GoodGoodGoodGoodFO13600
September 199649.9GoodGoodGoodGoodFO13600
January 199549.4GoodGoodGoodGoodFO13600
November 199249.4FairSatisfactoryGoodGoodFO13600
April 199054.6GoodGoodGoodGoodFO13600