M-64 over DREISS CREEK
Map
Coordinates:
+46.85629, -89.3685346°51'23" N, 89°22'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-64 over DREISS CREEK |
Structure number: | 000000000008478 |
Old structure number: | 66166013000B110 (from 1992 edition) |
Location: | 2.7 MI SW OF US-45 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1945 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,117 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Good | 2117 | 89.6 |
August 2016 | Good | Good | Very Good | Good | 2117 | 89.6 |
August 2014 | Good | Good | Very Good | Good | 2117 | 89.6 |
August 2012 | Good | Good | Very Good | Good | 2117 | 89.6 |
August 2010 | Good | Good | Very Good | Good | 2117 | 89.6 |
August 2008 | Good | Good | Very Good | Good | 2117 | 89.6 |
August 2006 | Good | Good | Very Good | Good | 2184 | 89.3 |
August 2004 | Good | Good | Very Good | Good | 2600 | 87.5 |
August 2002 | Good | Very Good | Very Good | Good | 2600 | 81.8 |
August 2000 | Good | Good | Very Good | Good | 2600 | 81.8 |
September 1998 | Good | Good | Very Good | Good | 2600 | 87.5 |
September 1996 | Good | Good | Very Good | Good | 2600 | 78.8 |
October 1994 | Poor | Poor | Very Good | Good | 2100 | 83.4 |
September 1992 | Fair | Good | Very Good | Satisfactory | 2100 | 86.8 |
September 1990 | Fair | Good | Very Good | Satisfactory | 2100 | 86.8 |