LOCAL ROAD over BAYOU LAFOURCHE
Map
Coordinates:
+29.81660, -90.8804529°48'60" N, 90°52'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL ROAD over BAYOU LAFOURCHE |
Structure number: | 022929490905281 |
Location: | 3 MILES SOUTHEAST OF ASSU |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 9 |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | - | 99.7 |
June 2015 | Good | Good | Good | Good | - | 100.0 |
June 2013 | Good | Very Good | Very Good | Good | - | 100.0 |
July 2011 | Good | Very Good | Very Good | Very Good | - | 100.0 |
July 2009 | Good | Very Good | Very Good | Very Good | - | 100.0 |
January 2008 | Good | Very Good | Very Good | Very Good | 1540 | 46.3 |
September 2005 | Poor | Poor | Satisfactory | Fair | 1540 | 33.3 |
December 2003 | Poor | Poor | Satisfactory | Fair | 1540 | 33.3 |
January 2002 | Poor | Poor | Satisfactory | Fair | 1540 | 33.3 |
November 1999 | Poor | Poor | Satisfactory | Fair | 1540 | 33.3 |
December 1997 | Poor | Poor | Satisfactory | Good | 1540 | 43.3 |
October 1995 | Poor | Poor | Satisfactory | Good | 1540 | 43.3 |
December 1993 | Poor | Poor | Very Good | Good | 1540 | 43.3 |
October 1991 | Poor | Poor | Very Good | Good | 1540 | 39.3 |
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. | 60 | 60 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 280 | 280 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 280 | 0 | 0 | 280 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 360 | 360 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 5,400 | 5,399 | 1 | 0 | 0 |