COUNTY ROAD 10-3 over BIG BEAR CREEK

Map

Coordinates:
+41.68287, -84.07020
41°40'58" N, 84°04'13" W

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

Name:	COUNTY ROAD 10-3 over BIG BEAR CREEK
Structure number:	2633345
Location:	0.3 MI. N. OF TR RS
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	37.1 ft. `[11.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Skew angle:	48°
Owner:	County Highway Agency `[02]`
Year built:	1961
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,112 `[as of 2015]`
Truck traffic:	18% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	87.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	1112	87.1
October 2017	Good	Good	Good	Good	1112	87.1
November 2016	Good	Good	Very Good	Good	1112	87.1
October 2015	Good	Good	Very Good	Good	1112	87.1
November 2014	Good	Good	Very Good	Good	1545	87.0
October 2013	Good	Good	Very Good	Good	1545	87.0
September 2012	Good	Good	Good	Good	1545	89.0
December 2011	Good	Good	Good	Good	1545	90.0
November 2010	Fair	Good	Good	Satisfactory	1545	90.0
November 2009	Fair	Good	Good	Satisfactory	1545	90.0
October 2008	Fair	Good	Good	Satisfactory	1545	90.0
October 2007	Fair	Good	Good	Satisfactory	1545	90.0
November 2006	Good	Good	Good	Good	1545	90.0
November 2004	Fair	Good	Very Good	Satisfactory	1545	90.0
October 2003	Good	Good	Very Good	Good	1545	90.0
November 2002	Good	Good	Very Good	Good	1545	90.0
November 2001	Good	Good	Very Good	Good	1545	90.0
November 1999	Good	Good	Very Good	Good	1545	90.0
November 1998	Good	Good	Very Good	Good	1000	91.1
November 1997	Good	Good	Very Good	Good	1000	91.1
November 1996	Good	Good	Very Good	Good	1000	91.1
November 1995	Good	Good	Very Good	Good	1000	96.1
December 1994	Good	Good	Very Good	Good	1000	96.1
November 1993	Good	Good	Very Good	Good	1000	96.1
November 1992	Good	Good	Very Good	Good	1000	96.1
December 1991	Good	Good	Very Good	Good	1000	96.1