Boggy Bayou Rd over CREEK
Map
Coordinates:
+31.49833, -91.6367031°29'54" N, 91°38'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Boggy Bayou Rd over CREEK |
Structure number: | 581531299913821 |
Location: | LOGMI 1.77 FR 88 TO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 45.9 ft. [14.0 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Other [9] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 28.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $184,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Good | Poor | Satisfactory | - | 28.5 |
March 2016 | Poor | Fair | Fair | Poor | - | 27.5 |
March 2014 | Fair | Very Good | Satisfactory | Fair | - | 38.8 |
March 2012 | Fair | Very Good | Satisfactory | Satisfactory | - | 52.7 |
March 2010 | Fair | Fair | Satisfactory | Satisfactory | - | 51.7 |
March 2008 | Fair | Fair | Satisfactory | Satisfactory | - | 51.7 |
March 2006 | Fair | Fair | Good | Good | - | 51.7 |
March 2004 | Fair | Fair | Good | Good | - | 51.7 |
April 2002 | Fair | Fair | Good | Good | - | 51.7 |
November 2000 | Fair | Fair | Good | Good | - | 51.7 |
June 1998 | Fair | Fair | Good | Good | - | 51.7 |
March 1996 | Fair | Fair | Good | Good | - | 51.7 |
March 1994 | Fair | Fair | Good | Good | - | 51.5 |
June 1992 | Fair | Fair | Good | Good | - | 51.5 |
April 1990 | Fair | Fair | Good | Good | - | 50.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 460 | 451 | 9 | 0 | 0 |
Substructure |
Timber Abutment | linear ft. | 36 | 36 | 0 | 0 | 0 |
Timber Pile | each | 12 | 12 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 73 | 73 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 837 | 837 | 0 | 0 | 0 |