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Sand Plant Rd/609 over Barbours Creek

Craig County, Virginia

Map

Coordinates:
+37.55523, -80.07498
37°33'19" N, 80°04'30" W

Facts

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

Name:	Sand Plant Rd/609 over Barbours Creek
Structure number:	000000000005492
Location:	2.30-RT615; 0.00-RT611
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	63.0 ft. `[19.2 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	830 `[as of 2014]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	79.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,047,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Good	Satisfactory	830	79.8
October 2016	Fair	Satisfactory	Good	Satisfactory	830	79.8
October 2014	Fair	Satisfactory	Good	Satisfactory	440	82.9
October 2012	Fair	Satisfactory	Good	Satisfactory	440	82.9
October 2010	Fair	Satisfactory	Good	Satisfactory	440	82.9
September 2008	Fair	Good	Good	Satisfactory	440	82.9
September 2006	Fair	Good	Very Good	Satisfactory	440	85.9
October 2004	Good	Good	Very Good	Good	486	82.9
September 2002	Good	Good	Very Good	Good	486	82.9
September 2000	Good	Good	Very Good	Good	404	82.9
September 1998	Good	Very Good	Very Good	Good	404	82.9
September 1996	Good	Very Good	Very Good	Good	404	82.9
September 1994	Good	Excellent	Excellent	Good	404	82.4
February 1994	Poor	Satisfactory	Poor	Satisfactory	404	30.5
November 1991	Poor	Good	Poor	Fair	404	30.8
November 1990	Poor	Good	Poor	Fair	404	30.8

© 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/1574350