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MAYES ST over ILL CENTRAL GULF RR

Map

Coordinates:
+32.34486, -90.18197
32°20'41" N, 90°10'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAYES ST over ILL CENTRAL GULF RR
Structure number:SA2500000000226
Location:SEC_22_T 6N_R 1E
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:50.5 ft. [15.4 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:7
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:7,100 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:32.5 tons [29.5 metric tons]
Inventory rating:19.2 tons [17.5 metric tons]
Sufficiency rating:48.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$327,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201648.9FairGoodSatisfactoryFair-7100
September 201548.9FairGoodSatisfactoryFair-7100
October 201448.9FairGoodFairFair-7100
October 201348.9FairGoodSatisfactoryFair-7100
October 201248.8FairGoodSatisfactoryFair-7100
December 201112.4FairGoodSatisfactoryFairSD7100
February 201112.4PoorGoodPoorPoorSD7100
February 201012.4PoorGoodPoorPoorSD7100
January 20096.9PoorFairPoorPoorSD7100
November 20076.9PoorFairPoorPoorSD7100
January 20076.9PoorFairPoorPoorSD7100
December 20056.9PoorFairPoorPoorSD7100
December 20046.9PoorFairPoorPoorSD7100
February 20046.9PoorFairPoorPoorSD7100
February 20029.9PoorSatisfactoryPoorPoorSD7100
December 200019.5PoorSatisfactoryPoorPoorSD5300
February 200019.5PoorSatisfactoryFairPoorSD5280
March 199872.4FairSatisfactorySatisfactoryFair-5280
April 199672.4FairSatisfactoryGoodFair-5280