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C.R. 9 over HORSESHOE RUN

Tucker County, West Virginia

Map

Coordinates:
+39.18549, -79.59475
39°11'08" N, 79°35'41" W

Facts

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

Name:	C.R. 9 over HORSESHOE RUN
Structure number:	00000000047A014
Location:	0.07 MI W JCT CR 7
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	84.6 ft. `[25.8 m]`
Total length:	89.2 ft. `[27.2 m]`
Roadway width between curbs:	15.1 ft. `[4.6 m]`
Deck width edge-to-edge:	15.1 ft. `[4.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	60 `[as of 2016]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	86.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Good	Good	Good	60	86.8
October 2013	Good	Good	Good	Good	50	86.8
October 2009	Good	Good	Good	Good	50	86.8
October 2005	Good	Good	Good	Good	50	86.8
October 2001	Good	Good	Good	Good	50	86.8
October 1999	Good	Good	Good	Good	30	86.8
October 1997	Good	Good	Good	Good	30	86.8
October 1995	Good	Good	Good	Good	30	87.1
October 1993	Good	Good	Good	Good	150	83.1
October 1991	Good	Very Good	Very Good	Good	150	83.1

© 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/1617431