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OLD CANTON RD over PURPLE CR

Map

Coordinates:
+32.37883, -90.12115
32°22'44" N, 90°07'16" W

Facts

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

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201678.3GoodGoodGoodGoodFO22000
February 201478.3GoodVery GoodVery GoodVery GoodFO22000
February 201278.3GoodVery GoodVery GoodVery GoodFO22000
February 201078.3GoodVery GoodVery GoodVery GoodFO22000
November 200780.4GoodVery GoodVery GoodVery Good-22000
November 200580.4GoodVery GoodVery GoodVery Good-22000
February 200480.4GoodVery GoodVery GoodVery Good-22000
February 200280.4GoodVery GoodVery GoodVery Good-22000
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
Steel Abutmentlinear ft.180180000
Steel Protective Coatingsq. ft.1,248001,2480
Reinforced Concrete Pier Caplinear ft.266255290
Bearings
Elastomeric Bearingeach6464000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.144144000
Steel Protective Coatingsq. ft.1565201040
Reinforced Concrete Bridge Raillinear ft.144144000
Deck
Reinforced Concrete Slabsq. ft.4,8714,871000
Wearing Surfacessq. ft.3,7443,738060