SR267 over McBride Slough
Map
Coordinates:
+30.23922, -84.2694730°14'21" N, 84°16'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR267 over McBride Slough |
Structure number: | 590023 |
Location: | 2 Miles W OF SR363 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1989 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,300 [as of 2017] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 2300 | 97.2 |
June 2016 | Good | Good | Good | Good | 2200 | 97.3 |
July 2014 | Good | Good | Good | Good | 2000 | 97.6 |
July 2012 | Good | Good | Good | Good | 1900 | 97.7 |
July 2010 | Good | Good | Good | Good | 2200 | 97.3 |
August 2008 | Good | Good | Good | Good | 2100 | 97.4 |
September 2006 | Good | Good | Good | Good | 2200 | 97.3 |
October 2004 | Good | Good | Good | Good | 1900 | 97.7 |
October 2002 | Good | Good | Good | Good | 2300 | 97.3 |
November 2000 | Good | Good | Good | Good | 2100 | 97.5 |
December 1998 | Good | Good | Good | Good | 1750 | 97.9 |
January 1997 | Good | Good | Good | Good | 3800 | 99.5 |
January 1995 | Good | Good | Good | Good | 1900 | 99.7 |
January 1993 | Good | Good | Good | Good | 1657 | 99.8 |
February 1991 | Good | Good | Good | Good | 1524 | 98.7 |