E Jack Jouett Road over Rock Creek
Map
Coordinates:
+37.97678, -78.1183937°58'36" N, 78°07'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E Jack Jouett Road over Rock Creek |
Structure number: | 000000000011509 |
Location: | .90 From 724 & .80 To 626 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 275 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 275 | 81.3 |
July 2016 | Fair | Very Good | Very Good | Satisfactory | 275 | 81.3 |
July 2014 | Good | Very Good | Very Good | Good | 263 | 81.3 |
July 2012 | Good | Very Good | Very Good | Good | 263 | 81.3 |
July 2010 | Good | Very Good | Very Good | Good | 263 | 81.3 |
July 2008 | Good | Excellent | Excellent | Good | 263 | 79.3 |
September 2007 | Poor | Very Good | Poor | Fair | 161 | 47.7 |
September 2006 | Poor | Very Good | Poor | Satisfactory | 161 | 47.7 |
September 2005 | Fair | Very Good | Fair | Satisfactory | 161 | 63.8 |
September 2004 | Fair | Very Good | Good | Satisfactory | 161 | 74.8 |
September 2003 | Fair | Very Good | Good | Satisfactory | 161 | 74.8 |
September 2002 | Fair | Very Good | Good | Satisfactory | 161 | 74.8 |
September 2001 | Fair | Very Good | Good | Satisfactory | 177 | 72.8 |
September 2000 | Fair | Very Good | Good | Satisfactory | 177 | 72.8 |
September 1999 | Fair | Good | Good | Satisfactory | 177 | 72.8 |
September 1998 | Fair | Good | Good | Satisfactory | 177 | 72.8 |
September 1997 | Fair | Very Good | Good | Satisfactory | 177 | 72.8 |
September 1996 | Fair | Excellent | Good | Satisfactory | 177 | 72.8 |
November 1995 | Poor | Poor | Satisfactory | Fair | 177 | 57.7 |
December 1994 | Poor | Poor | Good | Fair | 206 | 57.7 |
November 1993 | Poor | Poor | Good | Fair | 206 | 57.7 |
November 1992 | Poor | Poor | Good | Fair | 155 | 57.7 |
October 1991 | Poor | Poor | Good | Fair | 155 | 57.7 |