Boggy Bayou Rd over BOGGY BAYOU
Map
Coordinates:
+31.52000, -91.6833031°31'12" N, 91°40'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Boggy Bayou Rd over BOGGY BAYOU |
Structure number: | 581531312914101 |
Location: | LOGMI 1.34 FR 67 TO 87 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 170.9 ft. [52.1 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 9 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 1983] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 75.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Good | Good | Good | 300 | 75.3 |
March 2016 | Good | Good | Good | Good | 300 | 75.3 |
March 2014 | Good | Good | Good | Good | 300 | 74.6 |
March 2012 | Good | Good | Good | Good | 300 | 74.6 |
March 2010 | Good | Very Good | Good | Good | 300 | 74.6 |
March 2008 | Good | Very Good | Good | Very Good | 300 | 74.6 |
March 2006 | Good | Very Good | Very Good | Very Good | 300 | 78.8 |
March 2004 | Good | Very Good | Very Good | Very Good | 300 | 89.2 |
May 2002 | Good | Very Good | Very Good | Very Good | 300 | 89.2 |
November 2000 | Good | Very Good | Very Good | Very Good | 300 | 91.2 |
June 1998 | Good | Very Good | Very Good | Very Good | 300 | 91.2 |
March 1996 | Good | Very Good | Very Good | Very Good | 300 | 91.2 |
March 1994 | Good | Very Good | Very Good | Very Good | 300 | 91.7 |
April 1990 | Fair | Fair | Fair | Good | 200 | 4.0 |
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. | 40 | 40 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 202 | 202 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 1,228 | 1,228 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 342 | 342 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,454 | 3,454 | 0 | 0 | 0 |