LOCAL ROAD over HURRICANE BAYOU
Map
Coordinates:
+32.70531, -91.4379932°42'19" N, 91°26'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL ROAD over HURRICANE BAYOU |
Structure number: | 056232424912631 |
Location: | .5 MI.ESE. HWY. 17 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 60° |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
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] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 1973] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 86.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 86.5 |
January 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 86.5 |
January 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 86.5 |
January 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.5 |
January 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.5 |
December 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.5 |
August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.5 |
July 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.5 |
June 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.5 |
July 1997 | Good | Good | Good | Good | 200 | 89.5 |
August 1995 | Good | Good | Good | Good | 200 | 89.0 |
August 1993 | Good | Good | Good | Good | 200 | 89.0 |
November 1991 | Good | Good | Good | Good | 200 | 87.0 |
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 |
Reinforced Concrete Abutment | linear ft. | 74 | 37 | 0 | 37 | 0 |
Prestressed Concrete Pile | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 64 | 64 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 64 | 0 | 0 | 64 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 120 | 118 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,620 | 1,586 | 32 | 2 | 0 |
Wearing Surfaces | sq. ft. | 720 | 420 | 0 | 300 | 0 |