Robertson Road over Black Creek
Map
Coordinates:
+36.81810, -78.5511036°49'05" N, 78°33'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Robertson Road over Black Creek |
Structure number: | 000000000004879 |
Location: | 0.0 Meck Co-0.0 Charl Co |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 36.1 ft. [11.0 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 2007 |
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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 254 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 88.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Good | 254 | 88.9 |
August 2016 | Good | Good | Very Good | Good | 254 | 89.9 |
August 2014 | Good | Good | Very Good | Good | 270 | 89.9 |
August 2012 | Good | Good | Very Good | Good | 270 | 88.9 |
August 2010 | Good | Very Good | Very Good | Good | 268 | 89.9 |
August 2008 | Good | Very Good | Very Good | Good | 268 | 89.9 |
August 2006 | Good | Excellent | Excellent | Good | 247 | 94.4 |
September 2005 | Fair | Fair | Fair | Satisfactory | 247 | 58.6 |
October 2004 | Fair | Fair | Fair | Satisfactory | 247 | 58.6 |
September 2003 | Fair | Fair | Satisfactory | Satisfactory | 247 | 65.7 |
September 2002 | Fair | Fair | Satisfactory | Good | 247 | 65.7 |
September 2001 | Fair | Fair | Satisfactory | Good | 247 | 65.9 |
November 2000 | Fair | Fair | Satisfactory | Good | 217 | 65.9 |
September 1999 | Fair | Fair | Satisfactory | Good | 217 | 65.9 |
September 1998 | Fair | Fair | Good | Good | 217 | 65.9 |
September 1997 | Fair | Fair | Good | Good | 217 | 65.9 |
October 1996 | Good | Good | Good | Good | 234 | 66.9 |
October 1995 | Good | Good | Good | Good | 151 | 66.1 |
December 1994 | Good | Good | Good | Good | 151 | 66.1 |
October 1993 | Good | Very Good | Good | Good | 151 | 66.1 |
September 1992 | Good | Very Good | Very Good | Good | 149 | 67.4 |
October 1991 | Good | Very Good | Very Good | Very Good | 149 | 67.4 |