COUNTY ROAD 20 over BRUSH CREEK

Map

Coordinates:
+41.55957, -84.24894
41°33'34" N, 84°14'56" W

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

Name:	COUNTY ROAD 20 over BRUSH CREEK
Structure number:	2634287
Location:	0.1 MI. N. OF TR F
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	60.0 ft. `[18.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	30°
Owner:	County Highway Agency `[02]`
Year built:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	395 `[as of 2015]`
Truck traffic:	21% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	88.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Satisfactory	Satisfactory	395	88.8
November 2017	Fair	Satisfactory	Satisfactory	Satisfactory	395	88.8
November 2016	Fair	Satisfactory	Satisfactory	Satisfactory	395	88.8
November 2015	Fair	Satisfactory	Satisfactory	Satisfactory	395	88.8
November 2014	Fair	Satisfactory	Satisfactory	Satisfactory	663	90.9
December 2013	Fair	Satisfactory	Satisfactory	Satisfactory	663	87.8
September 2012	Fair	Satisfactory	Satisfactory	Satisfactory	663	87.8
December 2011	Fair	Satisfactory	Satisfactory	Satisfactory	663	87.8
November 2010	Good	Good	Good	Good	663	84.4
November 2009	Good	Good	Good	Good	663	84.4
November 2008	Good	Good	Good	Good	663	84.4
November 2007	Good	Good	Good	Good	663	84.4
November 2006	Good	Good	Good	Good	663	84.4
October 2004	Good	Good	Good	Good	663	84.4
October 2003	Good	Good	Good	Good	663	84.4
November 2002	Good	Good	Good	Good	663	84.4
November 2001	Good	Good	Good	Good	663	84.4
November 1999	Good	Very Good	Good	Good	663	84.4
December 1998	Good	Very Good	Good	Good	80	85.5
November 1997	Good	Good	Good	Good	80	85.5
November 1996	Good	Good	Good	Good	80	85.5
November 1995	Good	Good	Good	Good	80	85.5
December 1994	Good	Good	Good	Good	80	85.5
December 1993	Good	Good	Good	Good	80	85.5
December 1992	Good	Good	Good	Good	80	85.5
December 1991	Good	Good	Very Good	Good	80	85.5