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CR 340/2 over BULLSKIN RUN

Jefferson County, West Virginia

Map

Coordinates:
+39.24170, -77.91853
39°14'30" N, 77°55'07" W

Facts

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

Name:	CR 340/2 over BULLSKIN RUN
Structure number:	00000000019A052
Location:	0.46 MILE WEST OF CR 13/2
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.3 ft. `[7.4 m]`
Total length:	29.2 ft. `[8.9 m]`
Roadway width between curbs:	22.3 ft. `[6.8 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	35°
Owner:	State Highway Agency `[01]`
Year built:	2007
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:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	395 `[as of 2015]`
Truck traffic:	6% of total traffic
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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	84.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	395	84.5
September 2013	Good	Very Good	Very Good	Very Good	400	84.5
August 2009	Good	Excellent	Excellent	Very Good	300	82.5
August 2007	Good	Excellent	Excellent	Excellent	300	82.5

© 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/1613384