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Waiteville Rd./600 over Ewing Run

Craig County, Virginia

Map

Coordinates:
+37.55392, -80.29671
37°33'14" N, 80°17'48" W

Facts

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

Name:	Waiteville Rd./600 over Ewing Run
Structure number:	000000000005484
Location:	2.30-Rte311;1.00-WVa Line
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	18.4 ft. `[5.6 m]`
Deck width edge-to-edge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1932
Year reconstructed:	2001
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]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	256 `[as of 2014]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 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 assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	64.9
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$762,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Very Good	Very Good	Fair	256	64.9
May 2015	Fair	Very Good	Very Good	Fair	256	64.9
May 2013	Fair	Very Good	Very Good	Satisfactory	191	76.5
May 2011	Fair	Very Good	Very Good	Satisfactory	191	76.5
May 2009	Fair	Very Good	Very Good	Satisfactory	191	76.5
April 2007	Good	Very Good	Very Good	Good	191	79.5
May 2005	Good	Very Good	Very Good	Good	204	79.5
May 2003	Good	Very Good	Very Good	Very Good	204	79.0
May 2001	Good	Excellent	Excellent	Very Good	204	79.0
November 2000	Poor	Good	Poor	Fair	181	39.4
December 1999	Poor	Good	Poor	Fair	181	39.4
November 1997	Fair	Good	Fair	Fair	181	68.0
November 1996	Fair	Good	Fair	Fair	181	68.0
November 1994	Fair	Very Good	Satisfactory	Fair	181	68.0
October 1992	Fair	Very Good	Satisfactory	Fair	181	68.0
September 1990	Fair	Very Good	Good	Fair	183	67.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	240	240	0	0	0
Steel Protective Coating	sq. ft.	672	672	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	60	12	48	0	0
Deck
Timber Deck	sq. ft.	491	491	0	0	0
Wearing Surfaces	sq. ft.	491	491	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	49	49	0	0	0
Steel Protective Coating	sq. ft.	74	74	0	0	0

© Copyright 2012-19, 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/1574346