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BROWNLEE RD. over SAL RR

Map 

Coordinates:
+33.55000, -86.65000
33°32'60" N, 86°39'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROWNLEE RD. over SAL RR
Structure number:012831
Location:BROWNLEE RD * ALTON RD
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:78.1 ft. [23.8 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: October 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.8 tons [40.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:84.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$732,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201684.8GoodGoodGoodGoodFO500
October 201484.8GoodGoodGoodGoodFO500
November 201284.8GoodGoodGoodGoodFO500
November 201084.8GoodGoodGoodGoodFO500
December 200884.8GoodGoodGoodGoodFO500
November 200694.9GoodGoodGoodGoodFO500
December 200494.9GoodGoodGoodGoodFO500
September 200295.0GoodGoodGoodGoodFO500
September 200095.0GoodGoodGoodGoodFO500
December 199894.9GoodGoodGoodGoodFO500
September 199694.9GoodGoodGoodGoodFO500
September 199494.9GoodGoodGoodGoodFO500
September 199294.9GoodGoodGoodGoodFO500