Stephen C Revell R over Deep Branch
Map
Coordinates:
+30.10474, -84.5123830°06'17" N, 84°30'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Stephen C Revell R over Deep Branch |
Structure number: | 594053 |
Location: | 1.6 Mi N Smith Creek Rd |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 12.1 ft. [3.7 m] |
Deck width edge-to-edge: | 13.8 ft. [4.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 43 [as of 2018] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 23.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Fair | 43 | 23.9 |
June 2016 | Fair | Satisfactory | Satisfactory | Fair | 43 | 23.9 |
June 2014 | Fair | Good | Satisfactory | Good | 43 | 35.8 |
June 2013 | Fair | Good | Satisfactory | Good | 39 | 35.8 |
June 2012 | Fair | Good | Satisfactory | Good | 35 | 35.8 |
June 2011 | Fair | Good | Satisfactory | Good | 35 | 35.8 |
July 2010 | Fair | Good | Satisfactory | Good | 35 | 35.8 |
August 2009 | Fair | Good | Satisfactory | Good | 35 | 35.8 |
September 2008 | Good | Good | Good | Very Good | 35 | 35.8 |
October 2007 | Good | Good | Good | Very Good | 35 | 35.8 |
November 2006 | Good | Good | Good | Very Good | 35 | 38.1 |
December 2005 | Good | Good | Good | Very Good | 35 | 38.1 |
January 2005 | Good | Good | Good | Very Good | 35 | 38.1 |
March 2003 | Good | Good | Good | Very Good | 35 | 35.8 |
April 2001 | Good | Good | Good | Very Good | 35 | 35.6 |
May 2000 | Good | Good | Good | Very Good | 35 | 35.6 |
July 1999 | Good | Good | Good | Very Good | 35 | 35.6 |
May 1998 | Good | Good | Good | Very Good | 35 | 35.6 |
April 1997 | Good | Good | Very Good | Very Good | 35 | 35.6 |
April 1996 | Good | Good | Very Good | Very Good | 35 | 35.6 |
May 1995 | Good | Very Good | Excellent | Excellent | 35 | 35.6 |
May 1994 | Good | Excellent | Excellent | Excellent | 35 | 35.6 |