CR 1310 over BOGUEGABA CREEK
Map
Coordinates:
+34.26917, -88.5610634°16'09" N, 88°33'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 1310 over BOGUEGABA CREEK |
Structure number: | SA4100000000114 |
Location: | SEC_27_T 9S_R 7E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 19.0 ft. [5.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 29.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $413,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Fair | Poor | 100 | 29.1 |
October 2017 | Fair | Fair | Fair | Fair | 100 | 29.1 |
October 2016 | Fair | Fair | Fair | Fair | 100 | 29.1 |
October 2015 | Fair | Fair | Fair | Fair | 100 | 29.1 |
October 2014 | Fair | Satisfactory | Satisfactory | Fair | 100 | 30.1 |
October 2013 | Fair | Satisfactory | Satisfactory | Fair | 100 | 30.1 |
October 2012 | Fair | Good | Good | Fair | 100 | 28.4 |
October 2011 | Fair | Good | Good | Fair | 100 | 64.3 |
January 2011 | Fair | Good | Good | Fair | 100 | 67.3 |
January 2010 | Fair | Good | Good | Satisfactory | 100 | 78.3 |
October 2008 | Poor | Poor | Poor | Serious | 150 | 15.5 |
September 2007 | Poor | Poor | Poor | Serious | 150 | 15.5 |
December 2006 | Poor | Poor | Poor | Poor | 150 | 19.7 |
December 2005 | Poor | Poor | Fair | Fair | 150 | 37.1 |
December 2004 | Poor | Poor | Fair | Fair | 150 | 37.1 |
December 2003 | Poor | Poor | Fair | Fair | 150 | 37.1 |
December 2001 | Poor | Poor | Poor | Poor | 150 | 21.9 |
February 2001 | Poor | Poor | Poor | Poor | 150 | 21.9 |
February 2000 | Poor | Poor | Poor | Poor | 150 | 21.9 |
January 1999 | Poor | Poor | Poor | Poor | 150 | 21.9 |
February 1998 | Poor | Poor | Poor | Poor | 150 | 21.9 |
December 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 52.7 |