M-64 over FLOODWOOD RIVER
Map
Coordinates:
+46.84822, -89.3957946°50'54" N, 89°23'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | M-64 over FLOODWOOD RIVER |
Structure number: | 000000000008475 |
Old structure number: | 66166013000B080 (from 1992 edition) |
Location: | 4.0 MI SW OF US-45 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 33.8 ft. [10.3 m] |
Total length: | 82.0 ft. [25.0 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
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] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
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: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,117 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Poor | Poor | Good | Good | 2117 | 86.3 |
August 2016 | Poor | Poor | Good | Good | 2117 | 86.3 |
August 2014 | Poor | Poor | Good | Good | 2117 | 86.3 |
August 2012 | Poor | Poor | Good | Good | 2117 | 86.3 |
August 2010 | Poor | Poor | Good | Good | 2117 | 86.3 |
August 2008 | Poor | Poor | Very Good | Good | 2117 | 86.3 |
August 2006 | Poor | Poor | Very Good | Good | 2184 | 86.0 |
August 2004 | Poor | Poor | Good | Good | 2600 | 84.1 |
August 2002 | Fair | Satisfactory | Good | Good | 2600 | 87.5 |
August 2000 | Fair | Fair | Good | Good | 2600 | 86.3 |
September 1998 | Fair | Fair | Good | Good | 2600 | 86.3 |
September 1996 | Fair | Fair | Good | Good | 2600 | 84.3 |
October 1994 | Fair | Satisfactory | Good | Good | 2100 | 87.9 |
September 1992 | Fair | Satisfactory | Good | Good | 2100 | 87.9 |
September 1990 | Good | Good | Very Good | Very Good | 2100 | 87.9 |