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Park Drive / 61 over Wolf Creek @ Narrows

Giles County, Virginia

Map

Coordinates:
+37.32882, -80.81611
37°19'44" N, 80°48'58" W

Facts

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

Name:	Park Drive / 61 over Wolf Creek @ Narrows
Structure number:	000000000008335
Location:	0.58-Narrows;0.55-Rte 100
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	72.5 ft. `[22.1 m]`
Total length:	220.2 ft. `[67.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	37.4 ft. `[11.4 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,121 `[as of 2014]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	77.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$9,342,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Good	Fair	Fair	2121	77.2
January 2016	Fair	Good	Fair	Fair	2121	79.2
January 2014	Fair	Good	Fair	Fair	2411	78.8
January 2012	Fair	Good	Fair	Fair	2411	78.8
January 2010	Fair	Very Good	Fair	Fair	2411	78.8
February 2008	Fair	Very Good	Fair	Fair	2475	68.0
February 2006	Fair	Very Good	Fair	Fair	2337	68.2
January 2005	Fair	Very Good	Fair	Fair	2294	68.3
February 2004	Fair	Excellent	Fair	Fair	2317	79.0
January 2003	Poor	Poor	Fair	Fair	3017	48.1
February 2002	Poor	Poor	Fair	Fair	2970	48.2
January 2001	Poor	Poor	Fair	Fair	1132	61.3
January 2000	Poor	Poor	Fair	Fair	1132	61.3
February 1999	Poor	Poor	Satisfactory	Fair	1100	61.3
February 1997	Poor	Poor	Very Good	Good	1100	75.4
January 1995	Poor	Poor	Very Good	Good	1400	74.9
September 1993	Poor	Poor	Very Good	Good	1400	74.9
September 1991	Poor	Poor	Very Good	Good	1325	75.0
September 1989	Poor	Poor	Very Good	Good	1325	75.0

© 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/1575744