CAMP TEN ROAD over AU SABLE RIVER

Map

Coordinates:
+44.66884, -84.17840
44°40'08" N, 84°10'42" W

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

Name:	CAMP TEN ROAD over AU SABLE RIVER
Structure number:	000000000008665
Old structure number:	68200024000B050 `(from 1992 edition)`
Location:	SEC. 3 BIG CREEK TWP
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	199.8 ft. `[60.9 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Skew angle:	20°
Owner:	County Highway Agency `[02]`
Year built:	1976
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	730 `[as of 2005]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	82.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,756,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Fair	Satisfactory	730	82.9
October 2017	Fair	Satisfactory	Fair	Satisfactory	730	82.9
October 2016	Fair	Good	Fair	Satisfactory	730	82.9
October 2015	Fair	Good	-	Satisfactory	730	94.0
October 2013	Fair	-	Fair	Satisfactory	730	82.9
October 2011	Fair	Good	Satisfactory	Satisfactory	730	94.0
November 2009	Fair	Good	Satisfactory	Satisfactory	730	94.0
October 2007	Fair	Good	Satisfactory	Satisfactory	730	94.1
October 2005	Fair	Good	Good	Satisfactory	730	94.0
October 2003	Good	Good	Good	Good	578	93.2
August 2001	Good	Good	-	Good	578	93.2
April 1999	Good	Good	-	Good	578	98.3
May 1997	Fair	Good	-	Very Good	578	72.4
May 1995	Fair	Very Good	Very Good	Satisfactory	432	97.7
November 1993	Fair	Very Good	Very Good	Satisfactory	432	97.7
August 1991	Fair	Very Good	Very Good	Satisfactory	432	97.7