Owens Creek Road over Owens Creek
Map
Coordinates:
+37.77727, -77.8452237°46'38" N, 77°50'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Owens Creek Road over Owens Creek |
Structure number: | 000000000011535 |
Location: | .75 From 611 & .85 To 610 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Skew angle: | 9° |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
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: | Wood or Timber [8] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 448 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 78.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Very Good | Good | 448 | 78.7 |
February 2016 | Good | Excellent | Excellent | Good | 448 | 78.7 |
June 2014 | Poor | Satisfactory | Poor | Good | 410 | 19.4 |
June 2013 | Poor | Satisfactory | Poor | Good | 410 | 19.4 |
June 2012 | Poor | Good | Poor | Good | 410 | 39.1 |
June 2011 | Poor | Good | Poor | Good | 410 | 39.1 |
June 2010 | Poor | Good | Poor | Good | 410 | 39.1 |
June 2009 | Poor | Good | Poor | Good | 410 | 38.7 |
June 2008 | Fair | Good | Fair | Good | 410 | 55.0 |
June 2007 | Fair | Good | Fair | Very Good | 410 | 52.0 |
June 2006 | Good | Good | Good | Very Good | 410 | 62.1 |
June 2005 | Good | Good | Good | Very Good | 410 | 62.1 |
June 2004 | Good | Good | Good | Very Good | 291 | 62.2 |
June 2003 | Good | Good | Good | Very Good | 291 | 62.2 |
June 2002 | Good | Good | Good | Very Good | 291 | 60.6 |
June 2001 | Good | Good | Good | Very Good | 291 | 60.6 |
June 2000 | Good | Good | Good | Very Good | 291 | 60.6 |
June 1999 | Good | Good | Good | Very Good | 291 | 60.6 |
June 1998 | Good | Good | Good | Very Good | 257 | 60.6 |
June 1997 | Good | Good | Good | Very Good | 257 | 60.6 |
June 1996 | Good | Good | Very Good | Very Good | 257 | 60.6 |
June 1995 | Good | Good | Good | Very Good | 257 | 60.6 |
July 1994 | Poor | Good | Fair | Poor | 257 | 39.0 |
June 1993 | Poor | Good | Fair | Poor | 257 | 39.0 |
June 1992 | Poor | Good | Fair | Poor | 257 | 39.0 |
May 1991 | Poor | Good | Fair | Poor | 257 | 39.0 |