CORINNE DR over 20 ARPENT CANAL
Map
Coordinates:
+29.94520, -89.9428529°56'43" N, 89°56'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CORINNE DR over 20 ARPENT CANAL |
Structure number: | 024400000020099 |
Location: | 0.5 MILE NORTH OF JUDGE P |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 65.9 ft. [20.1 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 2010 |
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: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 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 desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Very Good | Good | - | 100.0 |
February 2015 | Good | Very Good | Very Good | Excellent | - | 100.0 |
March 2013 | Good | Excellent | Excellent | Excellent | - | 100.0 |
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 |
Prestressed Concrete Column | each | 16 | 16 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 68 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 160 | 156 | 4 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 136 | 131 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 66 | 66 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 132 | 132 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,914 | 1,914 | 0 | 0 | 0 |