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MILL HILL DRIVE over WADES CREEK

Greenbrier County, West Virginia

Map

Coordinates:
+37.79875, -80.29960
37°47'55" N, 80°17'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	MILL HILL DRIVE over WADES CREEK
Structure number:	00000000013A900
Location:	0.20 Miles N. of US 60
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	35.8 ft. `[10.9 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1973
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]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	50 `[as of 2015]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	37.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Good	Fair	Satisfactory	50	37.5
November 2016	Poor	Critical	Fair	Fair	50	32.5
November 2014	Poor	Poor	Serious	Serious	50	28.3
November 2012	Poor	Fair	Satisfactory	Poor	400	26.3
November 2010	Fair	Fair	Satisfactory	Fair	400	46.4
November 2008	Fair	Fair	Satisfactory	Fair	400	46.4
November 2006	Fair	Fair	Satisfactory	Fair	400	46.4
November 2004	Fair	Fair	Satisfactory	Fair	400	46.4
November 2002	Fair	Fair	Satisfactory	Fair	400	46.4
December 2000	Fair	Satisfactory	Good	Satisfactory	400	56.3
December 1998	Fair	Satisfactory	Good	Good	400	56.3
December 1996	Good	Good	Good	Good	400	56.3
October 1995	Good	Good	Good	Good	400	56.4
October 1993	Good	Good	Good	Good	400	61.1
October 1991	Good	Very Good	Good	Very Good	400	61.1

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612630