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OLD CANTON RD over PURPLE CR

Map

Coordinates:
+32.37892, -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 2018

Good/Fair/Poor Condition:Good
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:33,000 [as of 2018]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:60.9
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood3300060.9
February 2016GoodGoodGoodGood2200078.3
February 2014GoodVery GoodVery GoodVery Good2200078.3
February 2012GoodVery GoodVery GoodVery Good2200078.3
February 2010GoodVery GoodVery GoodVery Good2200078.3
November 2007GoodVery GoodVery GoodVery Good2200080.4
November 2005GoodVery GoodVery GoodVery Good2200080.4
February 2004GoodVery GoodVery GoodVery Good2200080.4
February 2002GoodVery GoodVery GoodVery Good2200080.4
February 2000GoodVery GoodVery GoodVery Good1979080.7
March 1998GoodVery GoodVery GoodVery Good1979080.7
April 1996GoodVery GoodVery GoodVery Good1979080.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.4,8714,871000
Wearing Surfacessq. ft.3,7443,2442502500
Substructure
Steel Abutmentlinear ft.180180000
Steel Protective Coatingsq. ft.1,248001,2480
Prestressed Concrete Pileeach1715110
Reinforced Concrete Pier Caplinear ft.26620630300
Bearings
Elastomeric Bearingeach6464000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.144144000
Steel Protective Coatingsq. ft.1565201040
Reinforced Concrete Bridge Raillinear ft.144144000