LA0046 over BAYOU LALOUTRE
Map
Coordinates:
+29.84446, -89.7589029°50'40" N, 89°45'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0046 over BAYOU LALOUTRE |
Structure number: | 024402840107752 |
Location: | 5.4 MI SOUTH OF LA 1245 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,050 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Satisfactory | 1050 | 94.7 |
February 2015 | Fair | Good | Good | Satisfactory | 1050 | 95.0 |
March 2013 | Fair | Good | Good | Satisfactory | 1620 | 95.0 |
March 2011 | Fair | Good | Good | Satisfactory | 240 | 95.0 |
March 2009 | Good | Good | Good | Very Good | 420 | 95.0 |
June 2006 | Good | Good | Good | Very Good | 2340 | 95.0 |
March 2004 | Good | Good | Good | Very Good | 2280 | 95.0 |
June 2000 | Good | Good | Good | Very Good | 2047 | 95.0 |
May 1998 | Good | Very Good | Very Good | Very Good | 2047 | 95.0 |
June 1995 | Good | Very Good | Very Good | Very Good | 1930 | 95.0 |
August 1994 | Good | Very Good | Very Good | Very Good | 1901 | 95.0 |
September 1993 | Good | Very Good | Very Good | Very Good | 1260 | 95.0 |
September 1992 | Good | Very Good | Very Good | Very Good | 528 | 95.0 |
September 1991 | Good | Very Good | Very Good | Very Good | 528 | 95.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 88 | 4 | 71 | 13 | 0 |
Prestressed Concrete Pile | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 88 | 71 | 17 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 164 | 0 | 0 | 82 | 82 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,400 | 2,250 | 150 | 0 | 0 |