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OLD CANTON RD over WHITE OAK CR

Map

Coordinates:
+32.37225, -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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201681.5GoodVery GoodVery GoodGood-13000
February 201481.5GoodVery GoodVery GoodVery Good-13000
February 201281.5GoodVery GoodVery GoodVery Good-13000
February 201081.5GoodVery GoodVery GoodVery Good-13000
November 200781.5GoodVery GoodVery GoodVery Good-13000
November 200581.5GoodVery GoodVery GoodVery Good-13000
February 200481.5GoodVery GoodVery GoodVery Good-13000
February 200281.5GoodVery GoodVery GoodVery Good-13000
February 200080.7GoodVery GoodVery GoodVery Good-19790
March 199880.7GoodVery GoodVery GoodVery Good-19790
April 199680.7GoodVery GoodVery GoodVery Good-19790

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.150142800
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.212212000
Deck
Reinforced Concrete Slabsq. ft.7,1717,171000
Wearing Surfacessq. ft.5,5125,512000