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COOPER RD over CANY CREEK

Map

Coordinates:
+32.25391, -90.24747
32°15'14" N, 90°14'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COOPER RD over CANY CREEK
Structure number:SA2500000000150
Location:SEC 24 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:53.2 ft. [16.2 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.2 tons [63.8 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:83.3

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201783.3Good8 out of 10-10000
February 201583.3Good8 out of 10-10000
February 201383.3Good8 out of 10-10000
February 201183.3Good8 out of 10-10000
February 201083.3Good8 out of 10-10000
November 200783.3Fair6 out of 10-10000
December 200583.3Fair6 out of 10-10000
February 200483.3Fair6 out of 10-10000
January 200283.3Fair6 out of 10-10000
February 200083.3Fair6 out of 10-9910
March 199883.3Fair6 out of 10-9910
April 199683.3Fair6 out of 10-9910