Johns Creek Rd 632 over Johns Creek
Map
Coordinates:
+37.39204, -80.4609837°23'31" N, 80°27'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Johns Creek Rd 632 over Johns Creek |
Structure number: | 000000000008428 |
Location: | 0.45-RT601; 0.13-END MAIN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.2 ft. [8.3 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 13.8 ft. [4.2 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19 [as of 2014] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Excellent | Excellent | Good | 19 | 78.8 |
August 2017 | Fair | Fair | Fair | Good | 19 | 26.9 |
August 2016 | Fair | Fair | Fair | Good | 19 | 26.9 |
August 2015 | Fair | Fair | Fair | Good | 19 | 26.9 |
August 2014 | Fair | Fair | Fair | Good | 17 | 38.0 |
August 2013 | Fair | Satisfactory | Fair | Good | 17 | 39.0 |
August 2012 | Fair | Satisfactory | Fair | Good | 17 | 39.0 |
August 2011 | Fair | Satisfactory | Fair | Good | 17 | 39.0 |
August 2010 | Fair | Satisfactory | Fair | Good | 17 | 39.0 |
August 2009 | Fair | Satisfactory | Fair | Good | 17 | 39.0 |
August 2008 | Fair | Good | Satisfactory | Good | 14 | 46.0 |
September 2007 | Fair | Good | Satisfactory | Very Good | 14 | 46.0 |
August 2006 | Fair | Good | Satisfactory | Very Good | 14 | 46.0 |
August 2005 | Fair | Good | Satisfactory | Very Good | 12 | 46.1 |
August 2004 | Fair | Good | Satisfactory | Very Good | 12 | 43.1 |
August 2003 | Fair | Good | Satisfactory | Very Good | 12 | 43.1 |
September 2002 | Fair | Good | Satisfactory | Very Good | 23 | 48.4 |
August 2001 | Fair | Good | Satisfactory | Very Good | 23 | 48.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Very Good | 15 | 48.4 |
August 1999 | Fair | Satisfactory | Satisfactory | Very Good | 15 | 48.4 |
August 1998 | Fair | Satisfactory | Satisfactory | Very Good | 15 | 48.4 |
October 1997 | Fair | Satisfactory | Satisfactory | Very Good | 15 | 48.4 |
December 1996 | Good | Good | Good | Very Good | 15 | 62.2 |
January 1996 | Good | Very Good | Good | Very Good | 15 | 62.2 |
December 1994 | Good | Very Good | Good | Very Good | 15 | 62.2 |
December 1993 | Good | Very Good | Very Good | Very Good | 15 | 62.2 |
November 1991 | Good | Very Good | Very Good | Very Good | 15 | 61.7 |
November 1990 | Good | Very Good | Very Good | Very Good | 15 | 61.7 |