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Bayou Dr over LITTLE BAY
Map
Coordinates:
+29.98375, -91.19867
29°59'02" N, 91°11'55" W
+29.98375, -91.19867
29°59'02" N, 91°11'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Bayou Dr over LITTLE BAY |
| Structure number: | 610429589911201 |
| Location: | 1.7 MI. N. OF PIERRE PART |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 95.1 ft. [29.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
| 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: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 60 [as of 1981] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 93.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Good | Good | Good | 60 | 93.0 |
| November 2016 | Good | Good | Good | Good | 60 | 93.0 |
| November 2014 | Good | Good | Good | Good | 60 | 93.0 |
| March 2013 | Good | Good | Good | Good | 60 | 93.0 |
| March 2011 | Good | Good | Good | Good | 60 | 93.0 |
| March 2009 | Good | Good | Very Good | Good | 60 | 93.0 |
| March 2007 | Good | Very Good | Very Good | Good | 60 | 93.0 |
| March 2005 | Good | Very Good | Very Good | Good | 60 | 93.0 |
| April 2003 | Good | Very Good | Very Good | Very Good | 60 | 93.0 |
| April 2001 | Good | Very Good | Very Good | Very Good | 60 | 93.0 |
| May 1999 | Good | Very Good | Very Good | Very Good | 60 | 93.0 |
| June 1997 | Good | Very Good | Very Good | Very Good | 60 | 95.0 |
| February 1995 | Good | Very Good | Very Good | Very Good | 60 | 95.0 |
| January 1993 | Good | Very Good | Very Good | Very Good | 60 | 95.0 |
| January 1991 | Good | Very Good | Very Good | Very Good | 60 | 95.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,660 | 2,558 | 102 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 60 | 0 | 0 | 30 | 30 |
| Prestressed Concrete Pile | each | 22 | 0 | 22 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 160 | 159 | 1 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 160 | 0 | 160 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 190 | 190 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1231671
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1231671