HOOVER ROAD over RAPIDAN RIVER
Map
Coordinates:
+38.47333, -78.3883338°28'24" N, 78°23'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HOOVER ROAD over RAPIDAN RIVER |
Structure number: | 000000000011693 |
Location: | 0.60FED PK E;1.50FED PK W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
Owner: | Other State Agencies [21] |
Year built: | 1968 |
Year reconstructed: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 25 [as of 1988] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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: | Better than present minimum criteria [7] |
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: | 44.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $70,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Very Good | Fair | 25 | 44.5 |
August 2017 | Fair | Good | Very Good | Fair | 25 | 44.5 |
August 2016 | Fair | Good | Very Good | Fair | 25 | 44.5 |
August 2015 | Fair | Good | Very Good | Fair | 25 | 44.5 |
August 2014 | Fair | Good | Very Good | Fair | 25 | 44.5 |
August 2013 | Fair | Very Good | Very Good | Fair | 25 | 44.5 |
August 2012 | Fair | Very Good | Very Good | Fair | 25 | 42.5 |
August 2011 | Fair | Very Good | Very Good | Fair | 25 | 42.5 |
August 2010 | Fair | Very Good | Very Good | Fair | 25 | 42.5 |
August 2009 | Fair | Fair | Very Good | Very Good | 25 | 43.6 |
August 2008 | Fair | Fair | Very Good | Very Good | 25 | 43.6 |
September 2007 | Fair | Satisfactory | Very Good | Very Good | 25 | 44.6 |
October 2006 | Good | Good | Very Good | Very Good | 25 | 44.6 |
August 2005 | Fair | Satisfactory | Very Good | Very Good | 25 | 44.6 |
October 1994 | Fair | Fair | Good | Fair | 25 | 41.6 |
August 1993 | Fair | Fair | Good | Fair | 25 | 41.6 |
August 1992 | Fair | Fair | Good | Fair | 25 | 41.6 |
October 1991 | Fair | Fair | Good | Fair | 25 | 41.6 |