SULLIVAN CRK TRAIL over BLACK CREEK

Map

Coordinates:
+46.26854, -84.71790
46°16'07" N, 84°43'04" W

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

Name:	SULLIVAN CRK TRAIL over BLACK CREEK
Structure number:	000000000001663
Old structure number:	17311A00011B010 `(from 1992 edition)`
Location:	8 MI NW OF RUDYARD
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	21.0 ft. `[6.4 m]`
Total length:	53.8 ft. `[16.4 m]`
Roadway width between curbs:	13.1 ft. `[4.0 m]`
Deck width edge-to-edge:	16.4 ft. `[5.0 m]`
Skew angle:	20°
Owner:	County Highway Agency `[02]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	40 `[as of 1986]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural 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:	Better than present minimum criteria `[7]`
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:	49.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$90,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Very Good	Satisfactory	Fair	40	49.3
June 2015	Fair	Very Good	Satisfactory	Fair	40	49.3
June 2013	Fair	Very Good	Satisfactory	Fair	40	49.3
June 2011	Fair	Very Good	Satisfactory	Fair	40	48.5
August 2009	Fair	Very Good	Very Good	Satisfactory	40	56.4
May 2007	Fair	Very Good	Very Good	Satisfactory	40	75.9
June 2005	Fair	Very Good	Very Good	Satisfactory	40	75.9
June 2003	Good	Very Good	Very Good	Good	40	75.9
June 2001	Good	Very Good	Very Good	Good	40	80.4
June 1999	Good	Very Good	Very Good	Good	40	80.4
June 1997	Good	Very Good	Very Good	Very Good	40	80.4
June 1995	Good	Very Good	Very Good	Very Good	40	90.3
June 1993	Good	Very Good	Very Good	Very Good	40	90.3
June 1991	Good	Very Good	Very Good	Very Good	40	90.3