CR 12 over Big Gulley Creek
Map
Coordinates:
+30.24749, -85.0048430°14'51" N, 85°00'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 12 over Big Gulley Creek |
Structure number: | 560026 |
Location: | 7.8 Miles West of SR 65 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 299.9 ft. [91.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 12 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,100 [as of 2018] |
Truck traffic: | 12% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 43.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Fair | Poor | Satisfactory | 2100 | 43.8 |
March 2016 | Poor | Fair | Poor | Satisfactory | 2100 | 43.8 |
March 2014 | Good | Good | Good | Good | 1900 | 76.3 |
March 2012 | Good | Good | Good | Good | 570 | 85.7 |
April 2010 | Good | Good | Good | Good | 570 | 84.7 |
May 2008 | Good | Good | Good | Good | 570 | 83.4 |
April 2007 | Fair | Good | Good | Fair | 570 | 71.9 |
April 2005 | Fair | Good | Good | Satisfactory | 570 | 83.4 |
May 2003 | Fair | Good | Good | Satisfactory | 570 | 83.4 |
June 2001 | Good | Good | Good | Good | 570 | 81.8 |
July 1999 | Good | Good | Good | Good | 570 | 81.8 |
June 1997 | Good | Good | Good | Good | 570 | 82.8 |
July 1995 | Good | Good | Good | Good | 570 | 82.3 |
August 1993 | Good | Good | Good | Good | 2012 | 69.4 |
October 1991 | Fair | Good | Very Good | Satisfactory | 2012 | 70.4 |