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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201548.9Not deficientGoodSatisfactoryFair7100
October 201448.9Not deficientGoodFairFair7100
October 201348.9Not deficientGoodSatisfactoryFair7100
October 201248.8Not deficientGoodSatisfactoryFair7100
December 201112.4Structurally deficientGoodSatisfactoryFair7100
February 201112.4Structurally deficientGoodPoorPoor7100
February 201012.4Structurally deficientGoodPoorPoor7100
January 20096.9Structurally deficientFairPoorPoor7100
November 20076.9Structurally deficientFairPoorPoor7100
January 20076.9Structurally deficientFairPoorPoor7100
December 20056.9Structurally deficientFairPoorPoor7100
December 20046.9Structurally deficientFairPoorPoor7100
February 20046.9Structurally deficientFairPoorPoor7100
February 20029.9Structurally deficientSatisfactoryPoorPoor7100
December 200019.5Structurally deficientSatisfactoryPoorPoor5300
February 200019.5Structurally deficientSatisfactoryFairPoor5280
March 199872.4Not deficientSatisfactorySatisfactoryFair5280
April 199672.4Not deficientSatisfactoryGoodFair5280