LA0587 over DRAIN
Map
Coordinates:
+32.85751, -91.4968032°51'27" N, 91°29'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0587 over DRAIN |
Structure number: | 056208622004871 |
Location: | .9 MI EAST OF LA 878 |
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: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: | 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: | 510 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 92.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 510 | 92.9 |
February 2015 | Good | Good | Good | Good | 510 | 92.9 |
February 2013 | Good | Good | Good | Good | 520 | 91.9 |
February 2011 | Good | Good | Good | Good | 520 | 94.9 |
February 2009 | Good | Good | Good | Good | 480 | 94.9 |
February 2007 | Good | Good | Good | Good | 530 | 94.9 |
July 2004 | Good | Good | Good | Good | 580 | 94.9 |
April 2002 | Good | Good | Good | Good | 600 | 94.9 |
February 2000 | Good | Good | Good | Good | 498 | 94.9 |
January 1998 | Good | Good | Good | Good | 493 | 94.9 |
November 1995 | Good | Very Good | Very Good | Very Good | 598 | 94.9 |
October 1993 | Good | Very Good | Very Good | Very Good | 176 | 95.0 |
November 1991 | Good | Very Good | Very Good | Very Good | 219 | 94.9 |
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. | 76 | 51 | 25 | 0 | 0 |
Prestressed Concrete Pile | each | 18 | 18 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 132 | 132 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 180 | 180 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,300 | 3,300 | 0 | 0 | 0 |