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CR 25 SLS over BULLSKIN RUN

Jefferson County, West Virginia

Map

Coordinates:
+39.21606, -77.85654
39°12'58" N, 77°51'24" W

Facts

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

Name:	CR 25 SLS over BULLSKIN RUN
Structure number:	00000000019A035
Location:	0.40 MI S OF CR 25/4 SLS
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	39.4 ft. `[12.0 m]`
Total length:	86.9 ft. `[26.5 m]`
Roadway width between curbs:	26.2 ft. `[8.0 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	800 `[as of 2014]`
Truck traffic:	6% of total traffic
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	85.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2016	Fair	Satisfactory	Satisfactory	Good	800	85.8
March 2012	Good	Good	Good	Good	800	85.8
March 2008	Good	Good	Good	Good	800	85.8
March 2004	Good	Good	Good	Good	900	85.8
March 2000	Good	Very Good	Very Good	Good	350	92.5
March 1998	Good	Excellent	Excellent	Excellent	350	92.5

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