M-64 over TOWNLINE CREEK
Map
Coordinates:
+46.83770, -89.4420146°50'16" N, 89°26'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-64 over TOWNLINE CREEK |
Structure number: | 000000000008472 |
Old structure number: | 66166013000B050 (from 1992 edition) |
Location: | 6.3 MI NE OF M-107 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 59.7 ft. [18.2 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span 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: | 1,032 [as of 2007] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Good | 1032 | 94.1 |
August 2016 | Fair | Fair | Satisfactory | Good | 1032 | 93.1 |
August 2014 | Fair | Fair | Satisfactory | Good | 1032 | 93.1 |
August 2012 | Fair | Satisfactory | Satisfactory | Good | 1032 | 94.1 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 1032 | 94.1 |
August 2008 | Fair | Fair | Satisfactory | Good | 1032 | 90.1 |
August 2006 | Fair | Fair | Good | Good | 974 | 90.4 |
August 2004 | Fair | Fair | Good | Good | 2600 | 83.2 |
August 2002 | Fair | Satisfactory | Good | Good | 2600 | 84.4 |
August 2000 | Fair | Satisfactory | Good | Good | 2600 | 84.3 |
September 1998 | Fair | Satisfactory | Good | Good | 2600 | 84.3 |
September 1996 | Good | Good | Good | Good | 2600 | 82.3 |
October 1994 | Good | Good | Good | Good | 2100 | 84.3 |
September 1992 | Good | Very Good | Good | Good | 2100 | 87.8 |
September 1990 | Poor | Good | Poor | Good | 2100 | 56.6 |