MCCLUER RD over CANEY CR
Map
Coordinates:
+32.24029, -90.2368332°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 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,900 [as of 2015] |
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
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2017 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
February 2015 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
February 2013 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
February 2011 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
February 2010 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
November 2007 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
December 2005 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
February 2004 | 92.1 | Good | Very Good | Very Good | Very Good | - | 2900 |
January 2002 | 92.1 | Good | Excellent | Excellent | Excellent | - | 2900 |
February 2000 | 91.5 | Good | Excellent | Excellent | Excellent | - | 4900 |
March 1998 | 91.5 | Good | Excellent | Excellent | Excellent | - | 4900 |
April 1996 | 91.5 | Good | Excellent | Excellent | Excellent | - | 4900 |