CR 129 H CLAIBOURN over BOKES CREEK

Map

Coordinates:
+40.36129, -83.35047
40°21'41" N, 83°21'02" W

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

Name:	CR 129 H CLAIBOURN over BOKES CREEK
Structure number:	8054169
Location:	0.7 MI. N OF SR 347
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	148.0 ft. `[45.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1990
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	566 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	97.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Very Good	Very Good	Excellent	566	97.9
October 2017	Good	Very Good	Very Good	Excellent	566	98.9
October 2016	Good	Very Good	Very Good	Excellent	566	98.9
November 2015	Good	Very Good	Very Good	Excellent	510	98.9
January 2015	Good	Very Good	Very Good	Excellent	510	98.9
December 2013	Good	Very Good	Very Good	Excellent	510	98.9
January 2013	Good	Very Good	Very Good	Excellent	510	98.9
November 2011	Good	Very Good	Excellent	Excellent	510	98.9
April 2010	Good	Very Good	Excellent	Excellent	510	98.9
February 2009	Good	Very Good	Excellent	Excellent	510	88.7
January 2006	Good	Very Good	Excellent	Excellent	510	88.7
February 2005	Good	Very Good	Excellent	Excellent	510	88.7
February 2004	Good	Very Good	Excellent	Excellent	510	88.7
January 2003	Good	Very Good	Excellent	Excellent	510	88.7
January 2002	Good	Very Good	Excellent	Excellent	510	88.7
April 1999	Good	Excellent	Excellent	Excellent	510	88.7
October 1997	Good	Excellent	Excellent	Excellent	510	88.7
October 1996	Good	Excellent	Excellent	Excellent	510	88.7
October 1995	Good	Excellent	Excellent	Excellent	510	98.9
November 1994	Good	Excellent	Excellent	Excellent	510	98.9
November 1993	Good	Excellent	Excellent	Excellent	510	98.9
November 1992	Good	Very Good	Very Good	Very Good	510	98.9
December 1991	Good	Very Good	Very Good	Very Good	510	98.9