M-64 over MINERAL RIVER
Map
Coordinates:
+46.83409, -89.5494246°50'03" N, 89°32'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-64 over MINERAL RIVER |
Structure number: | 000000000008468 |
Old structure number: | 66166013000B010 (from 1992 edition) |
Location: | 1.0 MI NE OF M-107 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Skew angle: | 35° |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 875 [as of 2013] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 81.5 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $96,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Fair | Good | 875 | 81.5 |
August 2016 | Fair | Good | Fair | Good | 875 | 81.5 |
August 2014 | Fair | Good | Fair | Satisfactory | 875 | 81.5 |
November 2013 | Fair | Good | Fair | Satisfactory | 875 | 81.5 |
August 2012 | Poor | Satisfactory | Poor | Satisfactory | 1032 | 56.1 |
August 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1032 | 84.5 |
August 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1032 | 84.5 |
August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 974 | 85.6 |
August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 930 | 85.7 |
August 2002 | Fair | Satisfactory | Satisfactory | Good | 930 | 85.7 |
August 2000 | Fair | Satisfactory | Good | Good | 930 | 85.7 |
October 1998 | Fair | Satisfactory | Good | Good | 930 | 90.8 |
October 1996 | Fair | Satisfactory | Good | Good | 930 | 83.7 |
November 1994 | Poor | Poor | Good | Good | 1200 | 78.7 |
September 1992 | Good | Good | Good | Good | 1200 | 87.9 |
September 1991 | Fair | Satisfactory | Good | Good | 1200 | 87.9 |