CR 1310 over BOGUEGABA CREEK
Map
Coordinates:
+34.26767, -88.5810034°16'04" N, 88°34'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 1310 over BOGUEGABA CREEK |
Structure number: | SA4100000000118 |
Location: | SEC_29_T 9S_R 7E |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 39.0 ft. [11.9 m] |
Roadway width between curbs: | 16.1 ft. [4.9 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] |
Main span material: | Concrete [1] |
Main span 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: | Poor [4 out of 9] |
Substructure condition: | Serious [3 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 28.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $329,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Poor | Serious | 100 | 28.2 |
October 2017 | Poor | Fair | Poor | Serious | 100 | 28.2 |
October 2016 | Poor | Fair | Poor | Serious | 100 | 31.0 |
October 2015 | Poor | Fair | Poor | Serious | 100 | 31.0 |
October 2014 | Poor | Fair | Poor | Serious | 100 | 31.0 |
October 2013 | Poor | Satisfactory | Poor | Serious | 100 | 32.0 |
October 2012 | Poor | Satisfactory | Fair | Serious | 100 | 32.0 |
October 2011 | Poor | Satisfactory | Fair | Serious | 100 | 29.2 |
January 2011 | Poor | Good | Fair | Poor | 100 | 29.2 |
January 2010 | Poor | Good | Good | Poor | 100 | 29.2 |
October 2008 | Poor | Poor | Poor | Serious | 200 | 13.0 |
September 2007 | Poor | Poor | Poor | Serious | 200 | 13.0 |
December 2006 | Poor | Poor | Poor | Serious | 200 | 13.0 |
December 2005 | Poor | Poor | Poor | Poor | 200 | 15.6 |
December 2004 | Poor | Poor | Poor | Poor | 200 | 15.6 |
January 2004 | Poor | Poor | Poor | Poor | 200 | 15.6 |
December 2001 | Poor | Poor | Poor | Poor | 200 | 15.6 |
February 2001 | Poor | Poor | Poor | Poor | 200 | 15.6 |
February 2000 | Poor | Poor | Poor | Poor | 200 | 15.6 |
January 1999 | Poor | Poor | Poor | Poor | 200 | 15.6 |
February 1998 | Poor | Poor | Poor | Poor | 200 | 15.6 |
December 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 100 | 63.7 |