JUDY DR over 20 ARPENT CANAL
Map
Coordinates:
+29.93943, -89.9284929°56'22" N, 89°55'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JUDY DR over 20 ARPENT CANAL |
Structure number: | 024429563895571 |
Location: | 0.15 MI N E OF LA 39 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1988 |
Historic significance: | Historical significance is not determinable at this time [4] |
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 Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 94.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Satisfactory | Good | - | 94.0 |
February 2015 | Fair | Satisfactory | Satisfactory | Good | - | 94.0 |
March 2013 | Fair | Satisfactory | Satisfactory | Good | - | 94.0 |
March 2011 | Good | Good | Good | Good | - | 94.0 |
March 2009 | Good | Good | Good | Good | - | 94.0 |
March 2007 | Good | Good | Good | Good | - | 94.0 |
April 2005 | Good | Good | Good | Good | - | 94.0 |
April 2003 | Good | Good | Good | Good | - | 94.0 |
May 2001 | Good | Good | Good | Good | - | 94.0 |
December 1999 | Good | Good | Good | Good | - | 94.0 |
September 1997 | Good | Good | Good | Good | - | 94.0 |
August 1995 | Good | Good | Good | Good | - | 94.0 |
October 1993 | Good | Good | Good | Good | - | 95.0 |
October 1991 | Good | Good | Good | Good | - | 91.0 |
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 |
Timber Abutment | linear ft. | 50 | 40 | 10 | 0 | 0 |
Timber Pile | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 96 | 94 | 2 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 96 | 0 | 0 | 96 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 114 | 114 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,368 | 1,365 | 3 | 0 | 0 |