Bayou Boeuf Rd over DRAINAGE CANAL
Map
Coordinates:
+29.66851, -91.0978729°40'07" N, 91°05'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Bayou Boeuf Rd over DRAINAGE CANAL |
Structure number: | 610429401910581 |
Location: | .6 MI.NW-US90, LA662 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 4 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 150 [as of 1972] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 61.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $244,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Fair | 150 | 61.0 |
November 2016 | Fair | Fair | Fair | Fair | 150 | 6.1 |
November 2014 | Fair | Fair | Fair | Fair | 150 | 5.8 |
March 2013 | Fair | Fair | Fair | Fair | 150 | 5.8 |
April 2011 | Fair | Fair | Fair | Fair | 150 | 12.8 |
March 2009 | Fair | Fair | Fair | Fair | 150 | 12.8 |
March 2007 | Fair | Fair | Fair | Satisfactory | 150 | 12.8 |
March 2005 | Fair | Fair | Fair | Satisfactory | 150 | 12.8 |
April 2003 | Fair | Fair | - | - | 150 | 28.9 |
April 2001 | Fair | Fair | - | - | 150 | 28.8 |
May 1999 | Fair | Fair | - | - | 150 | 28.8 |
May 1997 | Fair | Fair | - | - | 150 | 22.6 |
April 1995 | Fair | Satisfactory | - | - | 150 | 24.2 |
January 1993 | Fair | Fair | - | - | 150 | 24.2 |
July 1991 | Fair | Fair | - | - | 150 | 24.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 704 | 0 | 655 | 29 | 20 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,255 | 0 | 1,255 | 0 | 0 |
Substructure |
Timber Pile | each | 12 | 0 | 12 | 0 | 0 |
Timber Pier Cap | linear ft. | 110 | 0 | 110 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 130 | 130 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 260 | 0 | 0 | 260 | 0 |