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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 2014 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2014]
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:44.9 tons [40.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:84.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,023,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201484.8Functionally obsoleteGoodGoodGood500
November 201284.8Functionally obsoleteGoodGoodGood500
November 201084.8Functionally obsoleteGoodGoodGood500
December 200884.8Functionally obsoleteGoodGoodGood500
November 200694.9Functionally obsoleteGoodGoodGood500
December 200494.9Functionally obsoleteGoodGoodGood500
September 200295.0Functionally obsoleteGoodGoodGood500
September 200095.0Functionally obsoleteGoodGoodGood500
December 199894.9Functionally obsoleteGoodGoodGood500
September 199694.9Functionally obsoleteGoodGoodGood500
September 199494.9Functionally obsoleteGoodGoodGood500
September 199294.9Functionally obsoleteGoodGoodGood500