Sperryville Pike over Thornton River
Map
Coordinates:
+38.65803, -78.2263338°39'29" N, 78°13'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Sperryville Pike over Thornton River |
Structure number: | 000000000014663 |
Location: | .04 Fr 211 & 1.00 To 231 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 64.3 ft. [19.6 m] |
Roadway width between curbs: | 27.6 ft. [8.4 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1929 |
Year reconstructed: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,998 [as of 2014] |
Truck traffic: | 3% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 2998 | 73.6 |
July 2017 | Good | Good | Good | Good | 2998 | 73.6 |
July 2016 | Good | Good | Good | Good | 2998 | 73.6 |
July 2015 | Good | Good | Good | Good | 2998 | 73.6 |
July 2014 | Good | Good | Good | Good | 3253 | 73.6 |
July 2013 | Good | Very Good | Very Good | Good | 3253 | 73.6 |
July 2011 | Poor | Poor | Poor | Fair | 3253 | 37.2 |
July 2010 | Poor | Poor | Fair | Fair | 3253 | 45.3 |
July 2009 | Poor | Poor | Fair | Fair | 3253 | 45.3 |
July 2008 | Poor | Poor | Fair | Fair | 3163 | 48.3 |
July 2007 | Poor | Poor | Fair | Fair | 3693 | 45.2 |
July 2006 | Poor | Poor | Fair | Fair | 3813 | 45.2 |
July 2005 | Poor | Poor | Fair | Fair | 3710 | 45.2 |
July 2004 | Poor | Poor | Fair | Fair | 3476 | 45.3 |
July 2003 | Poor | Poor | Fair | Fair | 3738 | 45.2 |
July 2002 | Poor | Poor | Fair | Fair | 3391 | 45.3 |
July 2001 | Poor | Poor | Fair | Fair | 3391 | 45.3 |
July 2000 | Poor | Poor | Fair | Fair | 3341 | 43.3 |
July 1999 | Poor | Poor | Fair | Fair | 3341 | 43.3 |
July 1998 | Poor | Poor | Fair | Fair | 3500 | 43.3 |
July 1997 | Poor | Poor | Fair | Fair | 3500 | 43.3 |
July 1996 | Poor | Poor | Fair | Fair | 4700 | 43.0 |
July 1995 | Poor | Poor | Fair | Fair | 4700 | 43.2 |
July 1994 | Poor | Poor | Fair | Fair | 2900 | 43.5 |
July 1993 | Poor | Poor | Fair | Fair | 4000 | 43.3 |
July 1992 | Poor | Poor | Fair | Fair | 3860 | 43.3 |
June 1991 | Poor | Poor | Fair | Fair | 3860 | 43.3 |