LA0129 over SIX MILE BAYOU
Map
Coordinates:
+31.32763, -91.8271031°19'39" N, 91°49'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0129 over SIX MILE BAYOU |
Structure number: | 581508150401351 |
Location: | 1.35 MI NORTH OF LA 909 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 95.1 ft. [29.0 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 60.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Good | Good | Poor | 120 | 60.6 |
March 2014 | Good | Good | Very Good | Very Good | 123 | 87.8 |
March 2012 | Good | Good | Very Good | Very Good | 210 | 86.9 |
June 2010 | Good | Good | Very Good | Very Good | 210 | 86.9 |
June 2008 | Good | Good | Very Good | Very Good | 220 | 86.8 |
February 2006 | Good | Good | Very Good | Very Good | 200 | 87.0 |
December 2003 | Good | Good | Very Good | Very Good | 210 | 86.9 |
August 2001 | Good | Good | Very Good | Very Good | 172 | 87.3 |
September 1999 | Good | Good | Very Good | Very Good | 172 | 87.3 |
August 1997 | Good | Good | Very Good | Very Good | 178 | 85.2 |
August 1995 | Good | Good | Very Good | Very Good | 206 | 85.4 |
August 1993 | Good | Good | Very Good | Very Good | 153 | 85.8 |
August 1991 | Good | Good | Very Good | Very Good | 148 | 85.8 |
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. | 2,945 | 2,945 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,995 | 1,995 | 0 | 0 | 0 |
Prestressed Concrete Deck | sq. ft. | 2,945 | 2,945 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,995 | 1,995 | 0 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 64 | 0 | 32 | 32 | 0 |
Timber Pile | each | 32 | 29 | 2 | 0 | 1 |
Prestressed Concrete Pier Cap | linear ft. | 192 | 186 | 6 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 256 | 256 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 310 | 310 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,510 | 1,510 | 0 | 0 | 0 |