M-75 over BOYNE RIVER
Map
Coordinates:
+45.21461, -85.0115545°12'53" N, 85°00'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-75 over BOYNE RIVER |
Structure number: | 000000000001475 |
Old structure number: | 15115071000B010 (from 1992 edition) |
Location: | IN BOYNE CITY |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 56.8 ft. [17.3 m] |
Total length: | 56.8 ft. [17.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 35.8 ft. [10.9 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,546 [as of 2007] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 79.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Very Good | Satisfactory | 6546 | 79.9 |
August 2015 | Fair | Good | Very Good | Satisfactory | 6546 | 80.2 |
August 2013 | Fair | Good | Very Good | Satisfactory | 6546 | 80.2 |
May 2011 | Fair | Good | Very Good | Satisfactory | 6546 | 80.2 |
May 2009 | Fair | Good | Very Good | Satisfactory | 6546 | 80.2 |
May 2007 | Fair | Good | Very Good | Satisfactory | 7902 | 80.1 |
May 2005 | Fair | Satisfactory | Very Good | Satisfactory | 5000 | 82.4 |
May 2003 | Fair | Satisfactory | Very Good | Satisfactory | 5000 | 82.4 |
June 2001 | Fair | Satisfactory | Very Good | Satisfactory | 5000 | 82.4 |
July 1999 | Fair | Satisfactory | Very Good | Satisfactory | 5000 | 82.4 |
July 1997 | Good | Good | Very Good | Good | 5000 | 82.4 |
October 1995 | Good | Good | Very Good | Good | 2600 | 91.2 |
October 1993 | Good | Good | Very Good | Good | 2600 | 91.2 |
November 1991 | Good | Very Good | Very Good | Good | 2600 | 91.2 |