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KORTE AVE over FOX CREEK

Wayne County, Michigan

Map

Coordinates:
+42.36486, -82.93312
42°21'53" N, 82°55'59" W

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Facts

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

Name:	KORTE AVE over FOX CREEK
Structure number:	000000000012426
Old structure number:	824180801086B01 `(from 1992 edition)`
Location:	BETWEEN ALTER AND ASHLAND
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	34.8 ft. `[10.6 m]`
Total length:	38.1 ft. `[11.6 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2004
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,536 `[as of 2005]`
Truck traffic:	1% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	89.2
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$426,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Very Good	Very Good	Very Good	1536	89.2
December 2015	Good	Very Good	Very Good	Very Good	1536	89.2
December 2013	Good	Excellent	Excellent	-	1536	89.2
December 2011	Good	Excellent	Excellent	Excellent	1536	89.3
June 2009	Good	Excellent	Excellent	Excellent	1536	89.3
June 2007	Good	Excellent	Excellent	Excellent	1536	91.3
June 2005	Good	Excellent	Excellent	Excellent	1536	91.3
June 2003	Poor	Serious	Serious	Poor	2434	7.3
June 2002	Poor	Serious	Serious	Poor	2434	7.3
June 2001	Poor	Serious	Poor	Fair	2434	7.3
August 2000	Poor	Serious	Poor	Fair	2873	5.5
April 1999	Poor	Serious	Poor	Fair	2873	5.5
July 1998	Poor	Serious	Fair	Poor	2873	5.7
October 1997	Poor	Serious	Fair	Poor	2873	5.7
July 1996	Poor	-	Poor	Fair	2722	15.7
June 1994	Poor	Poor	Fair	Fair	2722	17.2
August 1992	Fair	Fair	Fair	Fair	1270	21.3
September 1990	Fair	Fair	Fair	Fair	1270	21.3

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