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OLD CANTON RD over LARGE STREAM

Map 

Coordinates:
+32.36831, -90.13511
32°22'06" N, 90°08'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD CANTON RD over LARGE STREAM
Structure number:SA2500000000286
Location:SEC 18 T 6N R 2E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:34.1 ft. [10.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:23,000 [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:Better than present minimum criteria [7]
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:80.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201680.3Not deficientVery GoodVery GoodGood23000
February 201480.3Not deficientVery GoodVery GoodVery Good23000
February 201280.3Not deficientVery GoodVery GoodVery Good23000
February 201080.3Not deficientVery GoodVery GoodVery Good23000
November 200780.3Not deficientVery GoodVery GoodVery Good23000
November 200580.3Not deficientVery GoodVery GoodVery Good23000
February 200480.3Not deficientVery GoodVery GoodVery Good23000
February 200280.3Not deficientVery GoodVery GoodVery Good23000
February 200080.7Not deficientVery GoodVery GoodVery Good19790
March 199880.7Not deficientVery GoodVery GoodVery Good19790
April 199680.7Not deficientVery GoodVery GoodVery Good19790