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TUTTLE ROAD over E BR ST JOSEPH OF MAUMEE

Hillsdale County, Michigan

Map

Coordinates:
+41.82354, -84.43900
41°49'25" N, 84°26'20" W

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Facts

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

Name:	TUTTLE ROAD over E BR ST JOSEPH OF MAUMEE
Structure number:	000000000003347
Old structure number:	30321H00019B010 `(from 1992 edition)`
Location:	0.8 MI N OF SQUAWFIELD RD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	25.9 ft. `[7.9 m]`
Total length:	27.9 ft. `[8.5 m]`
Roadway width between curbs:	19.0 ft. `[5.8 m]`
Deck width edge-to-edge:	19.0 ft. `[5.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1910
Year reconstructed:	1976
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Wood or timber `[7]`
Main span design:	Slab `[01]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	22 `[as of 2014]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. `[2]`
Sufficiency rating:	67.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$90,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Poor	Satisfactory	Satisfactory	Poor	22	67.3
November 2017	Poor	Satisfactory	Satisfactory	Poor	22	67.3
November 2016	Poor	Satisfactory	Satisfactory	Poor	22	67.3
December 2014	Poor	Good	Good	Poor	22	67.3
December 2012	Poor	Good	Good	Poor	23	67.3
December 2010	Poor	Good	Good	Poor	23	67.3
December 2008	Fair	Good	Good	Fair	23	83.3
December 2006	Poor	Good	Good	Serious	23	48.3
January 2005	Poor	Good	Good	Serious	34	53.3
November 2002	Poor	Good	Good	Poor	58	70.3
November 2000	Poor	Good	Good	Poor	55	67.3
November 1998	Poor	Good	Good	Poor	55	67.3
October 1996	Poor	Good	Very Good	Poor	50	68.0
November 1994	Poor	Very Good	Very Good	Poor	50	68.0
November 1992	Fair	Very Good	Very Good	Satisfactory	50	95.0
December 1990	Fair	Very Good	Very Good	Satisfactory	50	95.0

© Copyright 2012-20, 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/1250341