Big Stney CKRD/635 over Stoney Creek
Map
Coordinates:
+37.39320, -80.6635337°23'36" N, 80°39'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Big Stney CKRD/635 over Stoney Creek |
Structure number: | 000000000008431 |
Location: | 0.30-RT 628; 4.30-RT 629 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 103.0 ft. [31.4 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 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] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 323 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Satisfactory | 323 | 98.6 |
May 2015 | Fair | Good | Satisfactory | Satisfactory | 323 | 98.6 |
May 2013 | Good | Good | Good | Good | 451 | 97.5 |
May 2011 | Good | Good | Good | Good | 451 | 97.5 |
May 2009 | Fair | Fair | Satisfactory | Satisfactory | 451 | 95.5 |
June 2007 | Fair | Fair | Good | Satisfactory | 350 | 95.6 |
May 2005 | Fair | Fair | Good | Good | 350 | 95.6 |
June 2003 | Fair | Fair | Good | Good | 350 | 95.6 |
June 2001 | Fair | Satisfactory | Good | Good | 333 | 96.6 |
June 1999 | Fair | Satisfactory | Good | Good | 333 | 96.6 |
August 1997 | Fair | Satisfactory | Good | Good | 499 | 95.4 |
July 1995 | Good | Good | Very Good | Very Good | 333 | 96.6 |
July 1993 | Good | Good | Very Good | Very Good | 329 | 96.6 |
September 1991 | Good | Very Good | Very Good | Very Good | 329 | 96.6 |
September 1989 | Good | Very Good | Very Good | Very Good | 329 | 96.6 |