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MCCLUER RD over CANEY CR

Map 

Coordinates:
+32.24029, -90.23683
32°14'25" N, 90°14'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCCLUER RD over CANEY CR
Structure number:SA2500000000156
Location:SEC 30 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:5
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:2,900 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201592.1Not deficientVery GoodVery GoodVery Good2900
February 201392.1Not deficientVery GoodVery GoodVery Good2900
February 201192.1Not deficientVery GoodVery GoodVery Good2900
February 201092.1Not deficientVery GoodVery GoodVery Good2900
November 200792.1Not deficientVery GoodVery GoodVery Good2900
December 200592.1Not deficientVery GoodVery GoodVery Good2900
February 200492.1Not deficientVery GoodVery GoodVery Good2900
January 200292.1Not deficientExcellentExcellentExcellent2900
February 200091.5Not deficientExcellentExcellentExcellent4900
March 199891.5Not deficientExcellentExcellentExcellent4900
April 199691.5Not deficientExcellentExcellentExcellent4900