Peaks Road over Vaughan Creek
Map
Coordinates:
+37.35198, -78.5600637°21'07" N, 78°33'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Peaks Road over Vaughan Creek |
Structure number: | 000000000013927 |
Location: | 0.07 to 625 - 0.75 to 651 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 256 [as of 2014] |
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: | 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 76.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $447,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 256 | 76.9 |
July 2017 | Good | Good | Good | Good | 256 | 76.9 |
July 2016 | Good | Good | Good | Good | 256 | 76.9 |
July 2015 | Good | Good | Good | Good | 256 | 76.9 |
July 2013 | Good | Good | Good | Good | 247 | 81.4 |
July 2011 | Good | Good | Very Good | Good | 247 | 81.4 |
July 2009 | Good | Good | Good | Good | 247 | 81.4 |
July 2007 | Good | Very Good | Very Good | Good | 247 | 84.4 |
September 2005 | Good | Very Good | Very Good | Good | 265 | 79.9 |
August 2003 | Good | Very Good | Very Good | Good | 265 | 79.9 |
September 2001 | Good | Very Good | Very Good | Good | 265 | 76.9 |
September 1999 | Good | Very Good | Very Good | Good | 241 | 57.9 |
August 1997 | Good | Very Good | Very Good | Good | 241 | 57.9 |
September 1996 | Poor | Good | Poor | Good | 241 | 34.9 |
November 1995 | Poor | Fair | Poor | Good | 241 | 33.9 |
September 1994 | Fair | Fair | Satisfactory | Good | 241 | 56.9 |
November 1993 | Fair | Fair | Satisfactory | Good | 241 | 56.9 |
September 1992 | Fair | Good | Satisfactory | Good | 141 | 55.7 |
October 1991 | Fair | Good | Satisfactory | Good | 141 | 55.7 |