GreenValleyRd/663 over BIG WALKER CREEK
Map
Coordinates:
+37.26751, -80.7017637°16'03" N, 80°42'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GreenValleyRd/663 over BIG WALKER CREEK |
Structure number: | 000000000008462 |
Location: | 0.60-RTE 708;0.50-RTE 623 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 212.9 ft. [64.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 168 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Satisfactory | 168 | 95.9 |
May 2015 | Fair | Good | Good | Satisfactory | 168 | 95.9 |
May 2013 | Good | Good | Good | Good | 163 | 95.9 |
May 2011 | Good | Good | Good | Good | 163 | 95.9 |
May 2009 | Good | Good | Good | Good | 163 | 95.9 |
May 2007 | Fair | Satisfactory | Good | Good | 156 | 97.9 |
May 2005 | Fair | Satisfactory | Good | Good | 156 | 97.9 |
June 2003 | Fair | Satisfactory | Good | Good | 156 | 97.9 |
June 2001 | Fair | Satisfactory | Good | Good | 236 | 97.8 |
August 1999 | Fair | Satisfactory | Good | Good | 236 | 97.8 |
August 1997 | Good | Good | Good | Very Good | 236 | 97.8 |
August 1995 | Good | Very Good | Very Good | Very Good | 236 | 97.6 |
August 1993 | Good | Very Good | Very Good | Very Good | 170 | 97.6 |
July 1991 | Good | Very Good | Very Good | Very Good | 170 | 97.6 |
July 1989 | Good | Very Good | Very Good | Very Good | 170 | 97.6 |