LA0015 over VIDALIA CANAL
Map
Coordinates:
+31.54645, -91.5478031°32'47" N, 91°32'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0015 over VIDALIA CANAL |
Structure number: | 581501770510541 |
Location: | 10.54 MI NORTH OF LA 565 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1961 |
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: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 410 [as of 2016] |
Truck traffic: | 21% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 70.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 410 | 70.9 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 390 | 72.2 |
July 2014 | Fair | Satisfactory | Good | Satisfactory | 400 | 70.8 |
July 2012 | Fair | Satisfactory | Good | Satisfactory | 630 | 65.9 |
December 2010 | Fair | Satisfactory | Good | Satisfactory | 580 | 66.5 |
November 2008 | Fair | Satisfactory | Good | Satisfactory | 700 | 65.1 |
May 2006 | Fair | Good | Good | Satisfactory | 500 | 68.6 |
March 2004 | Fair | Good | Good | Satisfactory | 470 | 68.9 |
December 2001 | Fair | Good | Good | Satisfactory | 348 | 71.4 |
November 1999 | Fair | Good | Good | Satisfactory | 348 | 71.4 |
October 1997 | Fair | Good | Good | Satisfactory | 499 | 71.6 |
June 1995 | Fair | Good | Good | Satisfactory | 610 | 70.7 |
May 1993 | Fair | Good | Good | Satisfactory | 277 | 75.9 |
May 1991 | Fair | Good | Good | Satisfactory | 268 | 76.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 2,800 | 2,120 | 680 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,800 | 2,800 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 68 | 68 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 25 | 25 | 0 | 0 | 0 |
Prestressed Concrete Pier Cap | linear ft. | 192 | 112 | 80 | 0 | 0 |
Joints |
Open Joint | linear ft. | 168 | 0 | 168 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 280 | 280 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,400 | 1,400 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 280 | 280 | 0 | 0 | 0 |