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CR351A W MANSFIELD over BRANCH OF BOKES CREEK

Union County, Ohio

Map

Coordinates:
+40.45049, -83.51770
40°27'02" N, 83°31'04" W

Facts

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

Name:	CR351A W MANSFIELD over BRANCH OF BOKES CREEK
Structure number:	8057842
Location:	1.2 MI N of Treaty Line
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	25.9 ft. `[7.9 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1999
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	244 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Excellent	Excellent	Excellent	244	100.0
September 2017	Good	Excellent	Excellent	Excellent	244	100.0
July 2016	Good	Excellent	Excellent	Excellent	244	100.0
September 2015	Good	Excellent	Excellent	Excellent	264	100.0
September 2014	Good	Excellent	Excellent	Excellent	264	100.0
October 2013	Good	Excellent	Excellent	Excellent	264	100.0
October 2012	Good	Excellent	Excellent	Excellent	264	100.0
September 2011	Good	Excellent	Excellent	Excellent	264	100.0
January 2010	Good	Excellent	Excellent	Excellent	275	100.0
January 2009	Good	Excellent	Excellent	Excellent	275	100.0
January 2006	Good	Excellent	Excellent	Excellent	275	100.0
January 2005	Good	Excellent	Excellent	Excellent	275	100.0
February 2004	Good	Excellent	Excellent	Excellent	275	100.0
December 2002	Good	Excellent	Excellent	Excellent	275	100.0
January 2002	Good	Excellent	Excellent	Excellent	275	100.0

© 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/1421043