Col. CORD15 S/G over DORCHEAT BAYOU RELIEF
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Col. CORD15 S/G over DORCHEAT BAYOU RELIEF |
Structure number: | 000000000004427 |
Location: | 1.5 MI E OF JCT 15 & 1 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 186.0 ft. [56.7 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 97 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Good | Good | Satisfactory | 97 | 95.0 |
April 2016 | Fair | Good | Good | Satisfactory | 97 | 95.0 |
April 2014 | Fair | Good | Good | Satisfactory | 97 | 74.7 |
April 2012 | Fair | Good | Good | Satisfactory | 97 | 74.7 |
April 2010 | Fair | Good | Good | Satisfactory | 97 | 74.7 |
April 2009 | Fair | Good | Good | Satisfactory | 97 | 74.7 |
April 2007 | Fair | Good | Good | Satisfactory | 97 | 74.7 |
April 2005 | Fair | Good | Good | Satisfactory | 97 | 74.7 |
May 2003 | Fair | Good | Good | Satisfactory | 97 | 74.5 |
April 2001 | Fair | Very Good | Very Good | Satisfactory | 97 | 74.5 |
May 1999 | Fair | Very Good | Very Good | Satisfactory | 97 | 74.5 |
May 1997 | Fair | Very Good | Very Good | Satisfactory | 97 | 74.5 |
April 1995 | Good | Very Good | Very Good | Very Good | 97 | 74.5 |
May 1993 | Good | Very Good | Very Good | Very Good | 97 | 74.5 |
May 1991 | Good | Very Good | Very Good | Very Good | 97 | 81.5 |