M-311 (11 MILE RD) over KALAMAZOO RIVER
Map
Coordinates:
+42.27431, -85.0811842°16'28" N, 85°04'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-311 (11 MILE RD) over KALAMAZOO RIVER |
Structure number: | 000000000001322 |
Old structure number: | 13113016000B020 (from 1992 edition) |
Location: | 1.8 MI S OF I-94 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 54.8 ft. [16.7 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 2,342 [as of 2007] |
Truck traffic: | 2% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 24.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Serious | Serious | Satisfactory | 2342 | 24.4 |
July 2017 | Poor | Serious | Serious | Satisfactory | 2342 | 24.4 |
July 2016 | Poor | Serious | Serious | Satisfactory | 2342 | 24.4 |
July 2015 | Poor | Serious | Serious | Satisfactory | 2342 | 24.4 |
July 2014 | Poor | Serious | Serious | Satisfactory | 2342 | 24.4 |
July 2013 | Fair | Fair | Fair | Satisfactory | 2342 | 65.9 |
July 2012 | Fair | Fair | Fair | Satisfactory | 2342 | 65.9 |
July 2011 | Fair | Fair | Fair | Satisfactory | 2342 | 65.9 |
July 2009 | Fair | Fair | Fair | Satisfactory | 2342 | 65.9 |
July 2007 | Fair | - | Fair | Satisfactory | 5124 | 62.9 |
July 2005 | Fair | Fair | Fair | Satisfactory | 5124 | 61.8 |
July 2003 | Fair | Satisfactory | Fair | Good | 2840 | 64.7 |
August 2001 | Fair | Satisfactory | Satisfactory | Good | 2840 | 76.1 |
September 1999 | Fair | Satisfactory | Satisfactory | Good | 2840 | 76.1 |