LA0039 over EICKES CANAL
Map
Coordinates:
+29.96033, -89.9963029°57'37" N, 89°59'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LA0039 over EICKES CANAL |
Structure number: | 024400463200501 |
Location: | .5 MI NORTH OF LA 36 |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 82.0 ft. [25.0 m] |
Deck width edge-to-edge: | 106.0 ft. [32.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,200 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 93.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Very Good | 26200 | 93.9 |
May 2016 | Good | Good | Good | Very Good | 24000 | 94.1 |
May 2014 | Good | Good | Good | Very Good | 24000 | 97.8 |
May 2012 | Good | Good | Good | Very Good | 22400 | 97.9 |
June 2010 | Good | Very Good | Very Good | Very Good | 23600 | 97.8 |
July 2008 | Good | Very Good | Very Good | Very Good | 38500 | 96.4 |
August 2006 | Good | Very Good | Very Good | Very Good | 34500 | 76.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 2,425 | 2,400 | 25 | 0 | 0 |
Substructure |
Steel Abutment | linear ft. | 262 | 227 | 35 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,179 | 1,179 | 0 | 0 | 0 |
Steel Pile | each | 32 | 32 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,824 | 1,824 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 214 | 214 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 162 | 162 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 47 | 47 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 224 | 224 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 47 | 47 | 0 | 0 | 0 |