BOGUE CHITTO ROAD over CANE MILL BRANCH
Map
Coordinates:
+31.43363, -90.7188231°26'01" N, 90°43'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BOGUE CHITTO ROAD over CANE MILL BRANCH |
Structure number: | SA1900000000042 |
Location: | SEC 5 T 5N R 5E B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1957 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 130 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 73.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $450,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Very Good | Good | 130 | 73.9 |
January 2015 | Good | Good | Very Good | Good | 130 | 73.9 |
January 2013 | Good | Good | Very Good | Good | 130 | 39.8 |
January 2011 | Good | Good | Very Good | Good | 130 | 60.7 |
December 2009 | Good | Good | Very Good | Very Good | 130 | 60.7 |
January 2008 | Good | Very Good | Very Good | Good | 130 | 60.7 |
December 2005 | Good | Very Good | Very Good | Good | 100 | 66.2 |
February 2004 | Good | Very Good | Very Good | Good | 100 | 66.2 |
January 2002 | Good | Very Good | Very Good | Good | 100 | 66.2 |
December 1999 | Good | Very Good | Very Good | Good | 100 | 66.2 |
January 1998 | Good | Very Good | Very Good | Good | 100 | 66.2 |
January 1996 | Good | Very Good | Very Good | Good | 100 | 66.2 |