Morehead Road /760 over Wolf Creek
Map
Coordinates:
+37.26407, -80.9753837°15'51" N, 80°58'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Morehead Road /760 over Wolf Creek |
Structure number: | 000000000008512 |
Location: | 0.00-end maint;0.00-Rte61 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 98.1 ft. [29.9 m] |
Roadway width between curbs: | 9.8 ft. [3.0 m] |
Deck width edge-to-edge: | 11.2 ft. [3.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 8 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 5 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 35.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,849,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Good | 5 | 35.8 |
October 2017 | Fair | Satisfactory | Satisfactory | Good | 5 | 35.8 |
September 2016 | Poor | Satisfactory | Satisfactory | Poor | 5 | 19.2 |
September 2015 | Poor | Fair | Fair | Poor | 5 | 18.0 |
September 2014 | Poor | Fair | Fair | Poor | 4 | 18.2 |
September 2013 | Poor | Fair | Fair | Poor | 4 | 18.2 |
September 2011 | Poor | Fair | Fair | Poor | 4 | 18.2 |
September 2010 | Poor | Fair | Fair | Poor | 4 | 18.2 |
September 2009 | Poor | Fair | Fair | Poor | 4 | 18.2 |
June 2008 | Poor | Fair | Fair | Poor | 6 | 17.8 |
July 2007 | Poor | Fair | Fair | Poor | 6 | 17.8 |
November 2006 | Poor | Fair | Fair | Poor | 12 | 16.6 |
December 2005 | Poor | Fair | Fair | Poor | 12 | 16.6 |
December 2004 | Poor | Fair | Fair | Poor | 12 | 16.6 |
May 2003 | Poor | Satisfactory | Satisfactory | Poor | 12 | 18.1 |
May 2002 | Poor | Satisfactory | Satisfactory | Poor | 12 | 20.0 |
May 2001 | Poor | Satisfactory | Satisfactory | Poor | 12 | 20.0 |
July 2000 | Poor | Satisfactory | Satisfactory | Poor | 12 | 20.0 |
May 1999 | Poor | Satisfactory | Satisfactory | Poor | 12 | 20.0 |
May 1998 | Poor | Satisfactory | Satisfactory | Poor | 12 | 20.0 |
May 1997 | Poor | Satisfactory | Satisfactory | Poor | 12 | 20.0 |
June 1996 | Poor | Satisfactory | Satisfactory | Poor | 6 | 30.8 |
May 1995 | Poor | Satisfactory | Very Good | Poor | 6 | 30.8 |
May 1994 | Poor | Satisfactory | Very Good | Poor | 6 | 30.8 |
June 1993 | Fair | Very Good | Very Good | Fair | 6 | 46.8 |
May 1992 | Fair | Very Good | Very Good | Fair | 6 | 41.4 |
May 1991 | Fair | Very Good | Very Good | Fair | 6 | 41.4 |