DICKERSON ROAD over NORTH FORK RIVANNA RIVER
Map
Coordinates:
+38.16287, -78.4250838°09'46" N, 78°25'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DICKERSON ROAD over NORTH FORK RIVANNA RIVER |
Structure number: | 000000000000649 |
Location: | 0.62 TO 1030 /1.37 FR 850 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 340.9 ft. [103.9 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1924 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 163 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 25.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $510,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Poor | Satisfactory | Poor | Poor | 163 | 25.6 |
February 2017 | Poor | Poor | Poor | Poor | 163 | 22.5 |
February 2016 | Poor | Poor | Poor | Poor | 163 | 22.5 |
August 2014 | Poor | Poor | Serious | Serious | 201 | 22.4 |
August 2013 | Poor | Poor | Serious | Serious | 201 | 22.4 |
August 2012 | Poor | Poor | Serious | Serious | 201 | 22.4 |
February 2012 | Poor | Poor | Serious | Serious | 201 | 22.4 |
August 2010 | Poor | Poor | Serious | Serious | 201 | 22.4 |
August 2009 | Poor | Poor | Serious | Serious | 201 | 22.4 |
March 2009 | Poor | Poor | Serious | Serious | 201 | 22.4 |
February 2008 | Poor | Serious | Serious | Serious | 201 | 20.3 |
February 2007 | Poor | Satisfactory | Poor | Poor | 201 | 25.5 |
February 2006 | Poor | Satisfactory | Poor | Poor | 201 | 25.5 |
February 2005 | Poor | Satisfactory | Poor | Poor | 201 | 25.5 |
March 2004 | Poor | Satisfactory | Poor | Fair | 619 | 25.1 |
March 2003 | Poor | Satisfactory | Poor | Fair | 619 | 25.1 |
September 2001 | Poor | Satisfactory | Poor | Fair | 619 | 25.1 |
February 2001 | Poor | Satisfactory | Poor | Fair | 360 | 25.3 |
December 1999 | Poor | Satisfactory | Poor | Fair | 541 | 25.1 |
July 1998 | Poor | Satisfactory | Poor | Fair | 170 | 25.6 |
July 1997 | Poor | Satisfactory | Poor | Fair | 1166 | 24.5 |
October 1996 | Poor | Satisfactory | Poor | Fair | 170 | 25.6 |
September 1995 | Poor | Satisfactory | Poor | Fair | 170 | 25.5 |
September 1994 | Poor | Satisfactory | Poor | Fair | 170 | 25.5 |
July 1993 | Poor | Satisfactory | Poor | Fair | 170 | 25.5 |
May 1992 | Poor | Good | Poor | Fair | 140 | 25.4 |
May 1991 | Poor | Good | Poor | Fair | 144 | 25.4 |