Morehead Road /760 over Wolf Creek

Map

Coordinates:
+37.26407, -80.97538
37°15'51" N, 80°58'31" W

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]`

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

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