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OLD CANTON RD over WHITE OAK CR

Map

Coordinates:
+32.37219, -90.12929
32°22'20" N, 90°07'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD CANTON RD over WHITE OAK CR
Structure number:SA2500000000279
Location:SEC 7 T 6N R 2E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:67.6 ft. [20.6 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]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:36,000 [as of 2018]
Truck traffic:8% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:62.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood3600062.6
February 2016GoodVery GoodVery GoodGood1300081.5
February 2014GoodVery GoodVery GoodVery Good1300081.5
February 2012GoodVery GoodVery GoodVery Good1300081.5
February 2010GoodVery GoodVery GoodVery Good1300081.5
November 2007GoodVery GoodVery GoodVery Good1300081.5
November 2005GoodVery GoodVery GoodVery Good1300081.5
February 2004GoodVery GoodVery GoodVery Good1300081.5
February 2002GoodVery GoodVery GoodVery Good1300081.5
February 2000GoodVery GoodVery GoodVery Good1979080.7
March 1998GoodVery GoodVery GoodVery Good1979080.7
April 1996GoodVery GoodVery GoodVery Good1979080.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.7,1716,5465251000
Wearing Surfacessq. ft.5,5124,90606060
Substructure
Reinforced Concrete Abutmentlinear ft.1501391100
Prestressed Concrete Pileeach3434000
Reinforced Concrete Pier Caplinear ft.1501401000
Bearings
Elastomeric Bearingeach9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.212212000
Steel Protective Coatingsq. ft.243243000
Reinforced Concrete Bridge Raillinear ft.212208400