COUNTY ROAD 442 over TAHQUAMENON RIVER
Map
Coordinates:
+46.37274, -85.7818246°22'22" N, 85°46'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 442 over TAHQUAMENON RIVER |
Structure number: | 000000000005925 |
Old structure number: | 48200442000B010 (from 1992 edition) |
Location: | 2 MI N OF DANAHER |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.8 ft. [10.9 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 15.1 ft. [4.6 m] |
Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2009 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Very Good | Very Good | Very Good | 20 | 88.7 |
October 2016 | Good | Very Good | Very Good | Very Good | 20 | 88.7 |
October 2014 | Good | Very Good | Very Good | Very Good | 20 | 88.7 |
October 2012 | Good | Very Good | Very Good | Very Good | 50 | 88.7 |
October 2010 | Good | Excellent | Excellent | Excellent | 50 | 88.7 |
December 2009 | Good | Excellent | Excellent | Excellent | 50 | 88.7 |
November 2008 | Poor | Very Good | Good | Critical | 50 | 23.3 |
October 2007 | Poor | Very Good | Good | Critical | 50 | 23.3 |
November 2006 | Poor | Very Good | Good | Critical | 50 | 23.3 |
October 2005 | Poor | Very Good | Good | Critical | 50 | 23.4 |
October 2004 | Poor | Very Good | Good | Critical | 50 | 23.4 |
January 2004 | Poor | Very Good | Good | Critical | 50 | 24.7 |
November 2002 | Poor | Very Good | Good | Critical | 50 | 24.7 |
October 2001 | Poor | Very Good | Good | Critical | 50 | 24.7 |
September 2000 | Poor | Very Good | Good | Critical | 50 | 24.7 |
November 1999 | Poor | Very Good | Good | Critical | 50 | 24.7 |
December 1998 | Poor | Very Good | Good | Serious | 50 | 24.7 |
December 1997 | Poor | Very Good | Good | Serious | 50 | 24.7 |
August 1996 | Poor | Very Good | Good | Serious | 50 | 24.7 |
September 1994 | Poor | Very Good | Fair | Serious | 50 | 25.3 |
July 1992 | Poor | Excellent | Poor | Serious | 50 | 29.1 |
January 1990 | Poor | Serious | Poor | Serious | 50 | 23.9 |