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OLD CANTON RD over EUBANKS CREEK

Map

Coordinates:
+32.34207, -90.16714
32°20'31" N, 90°10'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:OLD CANTON RD over EUBANKS CREEK
Structure number:SA2500000000229
Location:SEC 23 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:59.7 ft. [18.2 m]
Skew angle:10°
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 13.5 / HS 15 [3]
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,100 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:72.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$372,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201672.7FairGoodSatisfactoryGoodFO6100
February 201472.7FairGoodSatisfactoryGoodFO6100
February 201272.7GoodGoodGoodGoodFO6100
February 201072.7GoodGoodGoodGoodFO6100
November 200772.7GoodGoodGoodGoodFO6100
November 200572.7GoodGoodGoodGoodFO6100
February 200469.0GoodGoodGoodGoodFO6100
February 200269.0GoodGoodGoodGoodFO6100
February 200067.8GoodGoodGoodGoodFO14370
March 199867.8GoodGoodGoodGoodFO14370
April 199667.8GoodGoodGoodGoodFO14370