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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:52.2 ft. [15.9 m]
Deck width edge-to-edge:69.6 ft. [21.2 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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201680.3GoodVery GoodVery GoodGood-23000
February 201480.3GoodVery GoodVery GoodVery Good-23000
February 201280.3GoodVery GoodVery GoodVery Good-23000
February 201080.3GoodVery GoodVery GoodVery Good-23000
November 200780.3GoodVery GoodVery GoodVery Good-23000
November 200580.3GoodVery GoodVery GoodVery Good-23000
February 200480.3GoodVery GoodVery GoodVery Good-23000
February 200280.3GoodVery GoodVery GoodVery Good-23000
February 200080.7GoodVery GoodVery GoodVery Good-19790
March 199880.7GoodVery GoodVery GoodVery Good-19790
April 199680.7GoodVery GoodVery GoodVery Good-19790