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SPRUCE ST. over POWER CANAL

Chippewa County, Michigan

Map

Coordinates:
+46.49394, -84.33635
46°29'38" N, 84°20'11" W

Facts

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

Name:	SPRUCE ST. over POWER CANAL
Structure number:	000000000001675
Old structure number:	174602800017B03 `(from 1992 edition)`
Location:	IN SAULT STE MARIE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	277.9 ft. `[84.7 m]`
Total length:	284.8 ft. `[86.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	42.3 ft. `[12.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1983
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	5,995 `[as of 2015]`
Truck traffic:	4% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	80.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Good	Good	Good	Good	5995	80.3
June 2015	Good	Good	Good	Very Good	3300	80.6
June 2013	Good	Good	Good	Very Good	3300	80.6
June 2011	Good	Good	Good	Very Good	3300	80.6
June 2009	Good	Good	Very Good	Very Good	3300	80.6
May 2007	Good	Good	Very Good	Very Good	3300	80.6
June 2005	Good	Good	Very Good	Very Good	3300	80.6
June 2003	Good	Good	Very Good	Very Good	3300	80.6
June 2001	Good	Good	Very Good	Very Good	3300	80.6
June 1999	Good	Good	Very Good	Very Good	3300	80.6
June 1997	Good	Good	Very Good	Very Good	3300	80.6
June 1995	Good	Good	Very Good	Very Good	3300	80.7
June 1993	Good	Good	Very Good	Very Good	3300	80.7
October 1991	Good	Good	Very Good	Very Good	3300	80.7

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