M-66 over MANISTEE RIVER
Map
Coordinates:
+44.52372, -85.1718944°31'25" N, 85°10'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-66 over MANISTEE RIVER |
Structure number: | 000000000004696 |
Old structure number: | 40140031000B010 (from 1992 edition) |
Location: | 1.1MI N OF MISSAUKEE COL |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 79.7 ft. [24.3 m] |
Total length: | 159.8 ft. [48.7 m] |
Roadway width between curbs: | 48.9 ft. [14.9 m] |
Deck width edge-to-edge: | 51.8 ft. [15.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,798 [as of 2007] |
Truck traffic: | 17% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Fair | 1798 | 81.9 |
September 2015 | Fair | Satisfactory | Very Good | Good | 1798 | 93.8 |
September 2013 | Good | Very Good | Very Good | Good | 1798 | 93.8 |
March 2013 | Good | Very Good | Very Good | Good | 1798 | 93.8 |
April 2011 | Good | Very Good | Very Good | Good | 1798 | 93.8 |
May 2009 | Good | Very Good | Very Good | Good | 1798 | 93.8 |
May 2007 | Good | Very Good | Very Good | Good | 1325 | 95.4 |
May 2005 | Good | Good | Very Good | Good | 1100 | 96.1 |
May 2003 | Good | Good | Very Good | Good | 1100 | 96.1 |
June 2001 | Good | Good | Very Good | Good | 1100 | 96.1 |
July 1999 | Good | Good | Very Good | Good | 1100 | 96.1 |
July 1997 | Good | Good | Very Good | Good | 1100 | 96.1 |
October 1995 | Good | Good | Very Good | Good | 700 | 97.4 |
October 1993 | Good | Good | Very Good | Good | 700 | 97.4 |
April 1991 | Good | Good | Very Good | Good | 700 | 97.4 |