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WATERWHEEL COURT over WEST BR BIG CREEK

Oscoda County, Michigan

Map

Coordinates:
+44.62321, -84.27845
44°37'24" N, 84°16'42" W

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Facts

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

Name:	WATERWHEEL COURT over WEST BR BIG CREEK
Structure number:	000000000008669
Old structure number:	68301C00023B010 `(from 1992 edition)`
Location:	SEC 23-26 BIG CREEK TWP
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	24.9 ft. `[7.6 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.6 ft. `[7.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Wood or timber `[7]`
Main span design:	Slab `[01]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	29 `[as of 2009]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	72.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Poor	Good	Very Good	Poor	29	72.0
October 2017	Poor	Very Good	Very Good	Poor	29	72.0
October 2015	Fair	Very Good	Very Good	Fair	29	88.0
October 2013	Fair	-	Very Good	Fair	29	88.0
October 2011	Fair	Excellent	Excellent	Fair	29	68.7
November 2009	Fair	-	-	Fair	114	29.4
October 2007	Poor	Fair	Critical	Fair	114	33.5
October 2005	Poor	Fair	Poor	Satisfactory	114	46.2
October 2003	Poor	Fair	Poor	Satisfactory	90	47.7
July 2001	Good	Good	Good	Good	90	94.9
April 1999	Good	Good	Good	Good	90	65.3
May 1997	Fair	Good	-	Good	90	64.3
May 1995	Good	Good	Good	Very Good	93	77.9
November 1993	Good	Good	Good	Very Good	93	77.9
August 1991	Good	Good	Good	Very Good	93	89.8

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