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CR 5 over MANILLA CREEK

Putnam County, West Virginia

Map

Coordinates:
+38.51843, -81.80873
38°31'06" N, 81°48'31" W

Facts

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

Name:	CR 5 over MANILLA CREEK
Structure number:	00000000040A002
Location:	2.62 MI N OF CR 27
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	71.5 ft. `[21.8 m]`
Roadway width between curbs:	23.3 ft. `[7.1 m]`
Deck width edge-to-edge:	24.3 ft. `[7.4 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1991
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:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	696 `[as of 2015]`
Truck traffic:	5% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. `[9]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	87.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Fair	Satisfactory	Satisfactory	Good	696	87.5
December 2012	Fair	Good	Satisfactory	Good	600	87.5
December 2008	Good	Good	Good	Good	220	92.0
January 2005	Good	Good	Good	Good	200	92.0
January 2001	Good	Very Good	Very Good	Very Good	200	92.0
January 1999	Good	Very Good	Very Good	Very Good	200	92.0
March 1997	Good	Very Good	Very Good	Very Good	200	92.0
March 1995	Good	Very Good	Very Good	Very Good	200	91.3
April 1993	Good	Excellent	Excellent	Very Good	450	86.3
April 1991	Good	Excellent	Excellent	Very Good	450	86.3

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