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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

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

Facts

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 2015

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]`
Operating rating:	35.6 tons `[32.4 metric tons]`
Inventory rating:	35.2 tons `[32.0 metric tons]`
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	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
December 2015	89.2	Good	Very Good	Very Good	Very Good	-	1536
December 2013	89.2	Good	Excellent	Excellent	-	-	1536
December 2011	89.3	Good	Excellent	Excellent	Excellent	-	1536
June 2009	89.3	Good	Excellent	Excellent	Excellent	-	1536
June 2007	91.3	Good	Excellent	Excellent	Excellent	-	1536
June 2005	91.3	Good	Excellent	Excellent	Excellent	-	1536
June 2003	7.3	Poor	Serious	Serious	Poor	SD	2434
June 2002	7.3	Poor	Serious	Serious	Poor	SD	2434
June 2001	7.3	Poor	Serious	Poor	Fair	SD	2434
August 2000	5.5	Poor	Serious	Poor	Fair	SD	2873
April 1999	5.5	Poor	Serious	Poor	Fair	SD	2873
July 1998	5.7	Poor	Serious	Fair	Poor	SD	2873
October 1997	5.7	Poor	Serious	Fair	Poor	SD	2873
July 1996	15.7	Poor	-	Poor	Fair	SD	2722
June 1994	17.2	Poor	Poor	Fair	Fair	SD	2722
August 1992	21.3	Fair	Fair	Fair	Fair	SD	1270
September 1990	21.3	Fair	Fair	Fair	Fair	FO	1270

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1258529