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M-28 over MCLEOD DITCH

Chippewa County, Michigan

Map

Coordinates:
+46.30367, -85.22996
46°18'13" N, 85°13'48" W

Facts

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

Name:	M-28 over MCLEOD DITCH
Structure number:	000000000001598
Old structure number:	17117061000B010 `(from 1992 edition)`
Location:	0.4 MI E OF LUCE CO LINE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	27.9 ft. `[8.5 m]`
Roadway width between curbs:	35.1 ft. `[10.7 m]`
Deck width edge-to-edge:	37.4 ft. `[11.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1936
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,127 `[as of 2007]`
Truck traffic:	18% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	65.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Fair	2127	65.5
May 2016	Fair	Good	Good	Fair	2127	65.5
May 2014	Fair	Good	Good	Fair	2127	65.5
May 2012	Fair	Good	Good	Fair	2127	65.8
May 2010	Fair	Good	Good	Fair	2127	65.8
May 2008	Poor	Good	Good	Poor	2127	49.8
May 2006	Poor	Good	Good	Poor	2618	49.8
May 2004	Poor	Good	Good	Poor	2230	49.8
May 2002	Poor	Good	Good	Poor	2200	49.8
June 2000	Fair	Good	Good	Satisfactory	2200	77.5
October 1998	Fair	Good	Good	Satisfactory	2200	83.4
August 1996	Fair	Very Good	Good	Satisfactory	2200	76.8
September 1994	Fair	Good	Good	Satisfactory	2400	76.9
September 1992	Fair	Satisfactory	Good	Satisfactory	2400	76.9
November 1990	Fair	Satisfactory	Very Good	Satisfactory	2400	76.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	224	184	40	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,055	1,043	12	0	0
Wearing Surfaces	sq. ft.	1,055	1,055	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	100	0	75	25	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	56	0	56	0	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/1248743