Remington Road over Rappahannock River
Map
Coordinates:
+38.52999, -77.8138738°31'48" N, 77°48'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Remington Road over Rappahannock River |
Structure number: | 000000000005578 |
Location: | Fauquier/Culpeper CL |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 269.0 ft. [82.0 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,793 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 19.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $720,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Poor | Poor | Fair | 1793 | 19.7 |
October 2017 | Poor | Poor | Poor | Fair | 1793 | 13.7 |
October 2016 | Poor | Poor | Poor | Fair | 1793 | 13.7 |
October 2015 | Poor | Poor | Poor | Fair | 1793 | 13.7 |
October 2014 | Poor | Poor | Poor | Fair | 1620 | 14.2 |
October 2013 | Poor | Poor | Poor | Fair | 1620 | 14.2 |
October 2012 | Poor | Poor | Poor | Fair | 1620 | 14.2 |
October 2011 | Poor | Poor | Poor | Fair | 1620 | 14.2 |
October 2010 | Poor | Poor | Poor | Fair | 1620 | 14.2 |
October 2009 | Poor | Poor | Poor | Fair | 1620 | 14.2 |
December 2008 | Poor | Poor | Poor | Fair | 1789 | 13.7 |
October 2007 | Poor | Poor | Poor | Fair | 1758 | 22.0 |
October 2006 | Poor | Poor | Poor | Fair | 1698 | 22.1 |
October 2005 | Poor | Poor | Poor | Fair | 1837 | 21.9 |
October 2004 | Poor | Poor | Poor | Fair | 1720 | 22.0 |
October 2003 | Poor | Poor | Poor | Fair | 1659 | 22.1 |
November 2002 | Poor | Poor | Poor | Fair | 1796 | 21.9 |
November 2001 | Poor | Poor | Poor | Fair | 1857 | 21.9 |
October 2000 | Poor | Poor | Poor | Fair | 2675 | 20.8 |
October 1999 | Poor | Poor | Poor | Fair | 2675 | 20.8 |
October 1998 | Poor | Poor | Poor | Fair | 2600 | 20.9 |
October 1997 | Poor | Poor | Poor | Fair | 2600 | 20.9 |
October 1996 | Poor | Poor | Poor | Fair | 12000 | 7.3 |
October 1995 | Poor | Poor | Poor | Fair | 12000 | 7.3 |
January 1995 | Poor | Poor | Poor | Fair | 16000 | 7.3 |
October 1993 | Poor | Poor | Poor | Fair | 13155 | 7.3 |
December 1992 | Poor | Poor | Poor | Fair | 11130 | 7.3 |
October 1991 | Poor | Poor | Poor | Fair | 2755 | 20.5 |