TOWNSHIP ROAD 28 over MILL CREEK
Map
Coordinates:
+41.64167, -84.3987041°38'30" N, 84°23'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TOWNSHIP ROAD 28 over MILL CREEK |
Structure number: | 2635445 |
Location: | 0.3 MI. N. OF CR M |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 62.0 ft. [18.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
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: | Other [9] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 57 [as of 2015] |
Truck traffic: | 42% of total traffic |
Deck condition: | Good [7 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: | 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: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 57 | 97.0 |
October 2017 | Good | Good | Good | Good | 57 | 97.0 |
November 2016 | Good | Good | Good | Good | 57 | 97.0 |
November 2015 | Good | Good | Good | Good | 57 | 97.0 |
December 2014 | Good | Good | Good | Good | 56 | 97.0 |
November 2013 | Good | Good | Good | Good | 36 | 97.0 |
October 2012 | Good | Good | Good | Good | 36 | 97.0 |
January 2012 | Good | Good | Very Good | Very Good | 36 | 99.0 |
October 2010 | Good | Good | Very Good | Very Good | 36 | 100.0 |
October 2009 | Good | Good | Very Good | Very Good | 36 | 100.0 |
November 2008 | Good | Good | Very Good | Very Good | 36 | 100.0 |
October 2007 | Good | Good | Very Good | Very Good | 36 | 100.0 |
December 2006 | Good | Good | Very Good | Very Good | 36 | 100.0 |
October 2004 | Good | Good | Very Good | Very Good | 36 | 100.0 |
October 2003 | Good | Good | Very Good | Very Good | 36 | 100.0 |
November 2002 | Good | Good | Very Good | Very Good | 36 | 100.0 |
November 2001 | Good | Good | Very Good | Very Good | 36 | 100.0 |
November 1999 | Good | Good | Very Good | Very Good | 36 | 100.0 |
November 1998 | Good | Good | Very Good | Very Good | 40 | 100.0 |
October 1997 | Good | Good | Very Good | Very Good | 40 | 100.0 |
November 1996 | Good | Good | Very Good | Very Good | 40 | 100.0 |
November 1995 | Good | Good | Very Good | Very Good | 40 | 100.0 |
December 1994 | Good | Good | Very Good | Very Good | 40 | 100.0 |
November 1993 | Good | Good | Very Good | Very Good | 40 | 100.0 |
November 1992 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |
December 1991 | Good | Very Good | Very Good | Very Good | 40 | 100.0 |