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FENWICK ROAD 500 over DICKERSON CREEK

Montcalm County, Michigan

Map

Coordinates:
+43.14904, -85.11070
43°08'57" N, 85°06'39" W

Facts

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

Name:	FENWICK ROAD 500 over DICKERSON CREEK
Structure number:	000000000007451
Old structure number:	59200002000B010 `(from 1992 edition)`
Location:	2.0 MI. WEST OF M-66
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	42.3 ft. `[12.9 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1958
Year reconstructed:	2013
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,130 `[as of 2012]`
Truck traffic:	5% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 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:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Operating rating:	71.6 tons `[65.1 metric tons]`
Inventory rating:	55.2 tons `[50.2 metric tons]`
Sufficiency rating:	98.3

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2015	98.3	Good	Very Good	Very Good	Good	-	1130
September 2013	98.3	Good	Very Good	Very Good	Good	-	1130
September 2011	33.2	Poor	Satisfactory	Satisfactory	Poor	SD	975
September 2009	33.2	Poor	Satisfactory	Satisfactory	Poor	SD	975
September 2007	49.3	Fair	Satisfactory	Satisfactory	Fair	-	975
September 2005	51.2	Fair	Satisfactory	Satisfactory	Fair	-	677
September 2003	50.2	Fair	Fair	Fair	Fair	-	677
September 2001	56.3	Fair	Fair	Fair	Fair	-	570
October 1999	56.3	Fair	Fair	Fair	Fair	-	570
February 1998	56.3	Fair	Fair	Fair	Fair	-	570
December 1995	42.9	Fair	Fair	Fair	Fair	SD	200
December 1993	49.2	Fair	Fair	Fair	Fair	SD	200
December 1991	63.0	Fair	Fair	Fair	Fair	-	200

© 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/1254095