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M-139 over DOWAGIAC RIVER

Berrien County, Michigan

Map

Coordinates:
+41.84511, -86.26259
41°50'42" N, 86°15'45" W

Facts

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

Name:	M-139 over DOWAGIAC RIVER
Structure number:	000000000000873
Old structure number:	11111052000B010 `(from 1992 edition)`
Location:	0.76 MI S OF M-140
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	84.6 ft. `[25.8 m]`
Total length:	174.9 ft. `[53.3 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	46.9 ft. `[14.3 m]`
Skew angle:	26°
Owner:	State Highway Agency `[01]`
Year built:	2012
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,000 `[as of 2011]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	97.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Very Good	Good	8000	97.8
September 2016	Good	Good	Very Good	Good	8000	97.8
September 2014	Good	Good	Very Good	Good	8000	97.8
November 2012	Good	Very Good	Excellent	Excellent	8000	97.8
September 2011	Poor	Poor	Serious	Satisfactory	8000	48.0
September 2009	Poor	Poor	Serious	Satisfactory	7741	48.1
September 2008	Poor	Poor	Serious	Satisfactory	7741	30.0
September 2007	Poor	Poor	Serious	Satisfactory	7741	30.0
August 2006	Poor	Poor	Serious	Satisfactory	7741	30.0
November 2005	Poor	Poor	Fair	Satisfactory	7741	37.9
August 2004	Poor	Poor	Serious	Satisfactory	8500	30.6
August 2002	Fair	Satisfactory	Fair	Satisfactory	8500	42.0
August 2000	Fair	Satisfactory	Satisfactory	Good	8500	53.3
July 1998	Fair	Satisfactory	Satisfactory	Good	8500	98.0
July 1996	Fair	Satisfactory	Satisfactory	Good	8500	96.0
July 1994	Fair	Good	Satisfactory	Good	8500	96.1
May 1992	Good	Good	Good	Good	8500	96.1
May 1990	Good	Good	Good	Good	8500	96.1

© 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/1248069