GORDONSVILLE ROAD over SOUTH ANNA RIVER
Map
Coordinates:
+38.13103, -78.2080638°07'52" N, 78°12'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GORDONSVILLE ROAD over SOUTH ANNA RIVER |
Structure number: | 000000000011440 |
Location: | 0.16ALBEM CO/0.13 ORGN CO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 42.7 ft. [13.0 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,878 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 4878 | 89.2 |
March 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 4878 | 80.0 |
March 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 4616 | 80.1 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 4616 | 82.1 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 4616 | 82.1 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 4616 | 82.1 |
April 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 4616 | 82.1 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 4485 | 82.1 |
April 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 4368 | 82.2 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 5081 | 80.0 |
April 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 4943 | 80.0 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 4631 | 80.1 |
April 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 4779 | 80.1 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 4335 | 80.2 |
April 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 4335 | 80.2 |
April 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 4042 | 80.3 |
April 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 4042 | 80.3 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 5800 | 79.8 |
July 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 5600 | 79.8 |
May 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 5600 | 79.9 |
June 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 5777 | 79.8 |
April 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 5777 | 79.8 |
June 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 3770 | 80.4 |
May 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 3845 | 80.4 |