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OLD CANTON RD over PURPLE CR

Map 

Coordinates:
+32.37883, -90.12115
32°22'44" N, 90°07'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD CANTON RD over PURPLE CR
Structure number:SA2500000000282
Location:SEC 8 T 6N R 2E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.8 ft. [10.9 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Skew angle:10°
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]
Number of main spans:2
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:22,000 [as of 2013]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$447,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201678.3Functionally obsoleteGoodGoodGood22000
February 201478.3Functionally obsoleteVery GoodVery GoodVery Good22000
February 201278.3Functionally obsoleteVery GoodVery GoodVery Good22000
February 201078.3Functionally obsoleteVery GoodVery GoodVery Good22000
November 200780.4Not deficientVery GoodVery GoodVery Good22000
November 200580.4Not deficientVery GoodVery GoodVery Good22000
February 200480.4Not deficientVery GoodVery GoodVery Good22000
February 200280.4Not deficientVery GoodVery GoodVery Good22000
February 200080.7Not deficientVery GoodVery GoodVery Good19790
March 199880.7Not deficientVery GoodVery GoodVery Good19790
April 199680.7Not deficientVery GoodVery GoodVery Good19790