CR 379 over Mary Branch
Map
Coordinates:
+30.23204, -85.0264030°13'55" N, 85°01'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 379 over Mary Branch |
Structure number: | 560033 |
Location: | 1.4 Miles South of CR 12 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1951 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 450 [as of 2018] |
Truck traffic: | 14% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 60.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Fair | Satisfactory | 450 | 60.7 |
April 2016 | Fair | Satisfactory | Fair | Satisfactory | 450 | 61.7 |
April 2014 | Good | Good | Good | Good | 500 | 72.7 |
April 2013 | Good | Good | Good | Good | 258 | 73.7 |
April 2012 | Good | Good | Good | Good | 258 | 73.7 |
May 2011 | Good | Good | Good | Good | 258 | 73.7 |
June 2010 | Good | Good | Good | Good | 258 | 72.7 |
July 2009 | Good | Good | Good | Good | 258 | 71.9 |
August 2008 | Good | Good | Good | Good | 258 | 71.9 |
August 2007 | Good | Good | Good | Good | 258 | 71.9 |
September 2006 | Good | Good | Good | Good | 258 | 71.9 |
October 2005 | Good | Good | Good | Good | 258 | 71.9 |
November 2004 | Good | Good | Good | Good | 258 | 71.9 |
November 2003 | Good | Good | Good | Good | 258 | 72.7 |
December 2002 | Good | Good | Good | Good | 258 | 72.7 |
January 2002 | Good | Good | Good | Good | 258 | 69.2 |
January 2001 | Good | Good | Good | Good | 301 | 69.0 |
February 2000 | Good | Good | Good | Good | 301 | 69.0 |
March 1999 | Good | Good | Good | Good | 301 | 68.9 |
September 1997 | Fair | Good | Good | Fair | 301 | 24.0 |
September 1996 | Fair | Good | Good | Fair | 301 | 59.2 |
November 1995 | Fair | Good | Good | Fair | 301 | 42.3 |
November 1994 | Fair | Good | Good | Fair | 301 | 42.8 |
October 1993 | Fair | Good | Very Good | Fair | 301 | 57.6 |
October 1992 | Fair | Good | Very Good | Fair | 301 | 57.6 |
October 1991 | Fair | Good | Very Good | Fair | 301 | 57.6 |