Oak Level Road over Branch of Birch Creek
Map
Coordinates:
+36.69579, -79.0702536°41'45" N, 79°04'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Oak Level Road over Branch of Birch Creek |
Structure number: | 000000000009292 |
Location: | 0.70 to 680 - 3.10 to 685 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 19.4 ft. [5.9 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 156 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 51.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $519,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Fair | Fair | 156 | 51.0 |
October 2016 | Fair | Satisfactory | Fair | Fair | 156 | 51.0 |
October 2015 | Fair | Satisfactory | Fair | Fair | 156 | 51.0 |
October 2014 | Fair | Satisfactory | Fair | Satisfactory | 160 | 52.6 |
October 2013 | Fair | Satisfactory | Fair | Satisfactory | 162 | 52.6 |
October 2012 | Fair | Satisfactory | Fair | Satisfactory | 162 | 52.6 |
October 2011 | Fair | Satisfactory | Fair | Satisfactory | 162 | 49.0 |
October 2010 | Fair | Satisfactory | Fair | Satisfactory | 162 | 49.0 |
October 2009 | Fair | Satisfactory | Fair | Satisfactory | 162 | 49.0 |
November 2008 | Fair | Satisfactory | Fair | Satisfactory | 220 | 48.9 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 77.7 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 77.7 |
December 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 77.7 |
October 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 77.7 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 220 | 77.7 |
November 2002 | Good | Good | Good | Good | 152 | 74.8 |
October 2001 | Good | Good | Good | Good | 152 | 74.8 |
October 2000 | Good | Good | Good | Good | 152 | 74.9 |
October 1999 | Good | Good | Good | Good | 152 | 74.9 |
October 1998 | Good | Good | Good | Good | 152 | 74.9 |
October 1997 | Good | Good | Good | Good | 183 | 74.9 |
October 1996 | Good | Good | Good | Good | 152 | 74.9 |
December 1995 | Good | Very Good | Good | Good | 152 | 74.9 |
October 1994 | Good | Very Good | Good | Good | 152 | 74.9 |
February 1994 | Good | Very Good | Very Good | Very Good | 163 | 74.9 |
December 1992 | Good | Very Good | Very Good | Very Good | 163 | 74.9 |
December 1991 | Good | Very Good | Very Good | Very Good | 163 | 74.9 |