Coles Ferry Road over Cub Creek
Map
Coordinates:
+36.99819, -78.7850536°59'53" N, 78°47'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Coles Ferry Road over Cub Creek |
Structure number: | 000000000004926 |
Location: | 0.74 to 678 - 3.06 to 619 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 71.9 ft. [21.9 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 59 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 59 | 95.0 |
September 2016 | Good | Good | Good | Good | 59 | 95.0 |
September 2014 | Good | Good | Good | Good | 50 | 95.0 |
September 2012 | Good | Good | Good | Good | 51 | 95.0 |
September 2010 | Good | Good | Good | Good | 51 | 95.0 |
September 2008 | Good | Good | Good | Good | 51 | 97.0 |
October 2006 | Good | Good | Very Good | Good | 39 | 97.0 |
October 2004 | Good | Good | Very Good | Good | 39 | 92.0 |
October 2002 | Good | Good | Good | Good | 56 | 92.0 |
October 2000 | Good | Good | Good | Good | 56 | 92.0 |
September 1998 | Good | Good | Good | Good | 56 | 92.0 |
October 1996 | Good | Good | Good | Good | 48 | 92.0 |
December 1994 | Good | Good | Good | Good | 61 | 92.0 |
September 1992 | Good | Good | Good | Good | 51 | 92.0 |
September 1990 | Good | Very Good | Very Good | Very Good | 40 | 92.0 |