BranchCreekRd/629 over Big Stoney Creek
Map
Coordinates:
+37.41779, -80.6087837°25'04" N, 80°36'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BranchCreekRd/629 over Big Stoney Creek |
Structure number: | 000000000008427 |
Location: | 0.01-Rt635; 0.01-DeadEnd |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 33.1 ft. [10.1 m] |
Total length: | 33.1 ft. [10.1 m] |
Roadway width between curbs: | 13.1 ft. [4.0 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
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: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 30 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 64.6 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $794,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Good | Fair | 30 | 64.6 |
October 2016 | Fair | Good | Good | Fair | 30 | 64.6 |
October 2014 | Fair | Good | Good | Fair | 51 | 64.3 |
October 2012 | Fair | Very Good | Good | Fair | 51 | 64.3 |
October 2010 | Fair | Very Good | Good | Fair | 51 | 64.3 |
October 2008 | Fair | Excellent | Excellent | Fair | 51 | 41.9 |
July 2007 | Poor | Poor | Poor | Fair | 20 | 23.8 |
July 2006 | Poor | Poor | Poor | Fair | 18 | 24.0 |
July 2004 | Fair | Fair | Fair | Fair | 18 | 63.8 |
July 2002 | Fair | Satisfactory | Fair | Very Good | 30 | 70.0 |
July 2000 | Fair | Satisfactory | Fair | Very Good | 30 | 70.0 |
July 1998 | Fair | Satisfactory | Fair | Very Good | 30 | 70.0 |
July 1996 | Fair | Satisfactory | Satisfactory | Very Good | 24 | 81.0 |
July 1994 | Fair | Good | Satisfactory | Very Good | 24 | 81.0 |
July 1992 | Fair | Good | Satisfactory | Very Good | 24 | 81.0 |
June 1990 | Fair | Very Good | Satisfactory | Very Good | 24 | 81.0 |