ROCKY BUMP ROAD over HURRICANE BRANCH
Map
Coordinates:
+37.07508, -77.9833737°04'30" N, 77°59'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROCKY BUMP ROAD over HURRICANE BRANCH |
Structure number: | 000000000012901 |
Location: | .45 ECL BLACK & .6 TO 40 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.6 ft. [6.9 m] |
Total length: | 24.6 ft. [7.5 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 306 [as of 2014] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 39.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $750,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Good | 306 | 39.2 |
June 2017 | Good | Very Good | Very Good | Good | 306 | 39.2 |
June 2016 | Good | Very Good | Very Good | Good | 306 | 39.2 |
June 2014 | Good | Very Good | Very Good | Good | 285 | 60.1 |
May 2013 | Poor | Satisfactory | Critical | Fair | 285 | 20.1 |
November 2012 | Poor | Good | Serious | Fair | 285 | 20.6 |
May 2011 | Poor | Good | Poor | Fair | 285 | 38.2 |
May 2010 | Poor | Good | Poor | Fair | 285 | 38.2 |
May 2009 | Poor | Good | Poor | Fair | 285 | 38.2 |
May 2008 | Poor | Good | Poor | Fair | 285 | 38.2 |
May 2007 | Fair | Good | Fair | Fair | 285 | 54.3 |
May 2006 | Fair | Good | Fair | Fair | 285 | 54.3 |
May 2005 | Fair | Good | Fair | Fair | 189 | 54.4 |
May 2004 | Fair | Good | Fair | Fair | 189 | 57.4 |
May 2003 | Fair | Good | Fair | Fair | 189 | 57.4 |
May 2002 | Fair | Good | Fair | Fair | 189 | 57.4 |
May 2001 | Fair | Good | Good | Fair | 189 | 54.4 |
May 2000 | Fair | Very Good | Good | Fair | 275 | 54.3 |
May 1999 | Fair | Very Good | Good | Fair | 275 | 54.3 |
May 1998 | Fair | Excellent | Good | Fair | 275 | 54.3 |
May 1997 | Fair | Fair | Satisfactory | Fair | 275 | 53.3 |
May 1996 | Fair | Fair | Good | Fair | 124 | 53.4 |
May 1995 | Fair | Satisfactory | Good | Satisfactory | 124 | 65.4 |
May 1994 | Good | Very Good | Very Good | Very Good | 124 | 66.1 |
May 1993 | Good | Very Good | Very Good | Very Good | 124 | 66.1 |
May 1992 | Good | Very Good | Very Good | Very Good | 181 | 61.7 |
April 1991 | Good | Very Good | Very Good | Good | 181 | 61.7 |