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

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201681.5Not deficientVery GoodVery GoodGood13000
February 201481.5Not deficientVery GoodVery GoodVery Good13000
February 201281.5Not deficientVery GoodVery GoodVery Good13000
February 201081.5Not deficientVery GoodVery GoodVery Good13000
November 200781.5Not deficientVery GoodVery GoodVery Good13000
November 200581.5Not deficientVery GoodVery GoodVery Good13000
February 200481.5Not deficientVery GoodVery GoodVery Good13000
February 200281.5Not deficientVery GoodVery GoodVery Good13000
February 200080.7Not deficientVery GoodVery GoodVery Good19790
March 199880.7Not deficientVery GoodVery GoodVery Good19790
April 199680.7Not deficientVery GoodVery GoodVery Good19790