Big Stoney CrRd635 over Stoney Creek
Map
Coordinates:
+37.41912, -80.6041037°25'09" N, 80°36'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Big Stoney CrRd635 over Stoney Creek |
Structure number: | 000000000008432 |
Location: | 0.20-RT 629;1.30-RT 804 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 78.1 ft. [23.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 323 [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: | 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: | 92.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,222,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 323 | 92.1 |
September 2015 | Good | Good | Good | Good | 323 | 92.1 |
September 2013 | Good | Good | Good | Good | 451 | 92.0 |
September 2011 | Good | Good | Good | Good | 451 | 92.0 |
September 2009 | Good | Good | Good | Good | 451 | 92.0 |
September 2007 | Good | Good | Good | Good | 350 | 92.1 |
September 2005 | Good | Good | Good | Good | 350 | 92.1 |
September 2003 | Good | Good | Good | Good | 350 | 92.1 |
September 2001 | Good | Good | Good | Good | 333 | 91.1 |
September 1999 | Good | Very Good | Good | Good | 333 | 92.1 |
October 1997 | Good | Good | Good | Good | 333 | 92.1 |
September 1995 | Good | Good | Very Good | Very Good | 333 | 91.6 |
September 1993 | Good | Good | Very Good | Very Good | 298 | 91.6 |
September 1991 | Good | Good | Very Good | Very Good | 298 | 91.6 |
September 1989 | Good | Good | Very Good | Very Good | 298 | 91.6 |