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CR 9/14 SLS over SHANNONDALE LK. SPILLWAY

Jefferson County, West Virginia

Map

Coordinates:
+39.21203, -77.81568
39°12'43" N, 77°48'56" W

Facts

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

Name:	CR 9/14 SLS over SHANNONDALE LK. SPILLWAY
Structure number:	00000000019A021
Location:	0.54 MI N OF CR 9/5 SLS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	11.5 ft. `[3.5 m]`
Total length:	36.4 ft. `[11.1 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	1990
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Wood or timber `[7]`
Main span design:	Slab `[01]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2016]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	86.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$75,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Satisfactory	Satisfactory	Good	100	86.2
December 2015	Fair	Satisfactory	Satisfactory	Good	100	86.2
December 2013	Fair	Satisfactory	Satisfactory	Good	200	82.2
December 2011	Fair	Satisfactory	Satisfactory	Good	100	86.2
December 2009	Fair	Satisfactory	Satisfactory	Good	100	86.2
December 2007	Fair	Satisfactory	Satisfactory	Good	100	86.2
December 2005	Good	Good	Good	Good	50	86.2
December 2003	Good	Good	Good	Good	50	86.2
December 2001	Good	Good	Good	Good	50	86.2
December 1999	Good	Good	Good	Good	50	86.2
December 1997	Good	Good	Good	Good	50	86.2
December 1995	Good	Good	Good	Good	50	86.7
February 1995	Poor	Serious	Serious	Good	50	22.7
February 1993	Good	Good	Good	Good	50	58.0
March 1991	Good	Very Good	Very Good	Good	50	86.7

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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