COUNTY ROAD 21 over CHEST NO 2
Map
Coordinates:
+41.63267, -84.2677841°37'58" N, 84°16'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 21 over CHEST NO 2 |
Structure number: | 2634503 |
Location: | 0.1 MI. N. OF T.R. LM |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 56.1 ft. [17.1 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: | 1971 |
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: | Corrugated Steel [6] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 90 [as of 2015] |
Truck traffic: | 21% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 92.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Good | 90 | 92.8 |
October 2017 | Fair | Satisfactory | Good | Good | 90 | 92.8 |
November 2016 | Fair | Satisfactory | Good | Good | 90 | 92.8 |
October 2015 | Fair | Satisfactory | Good | Good | 90 | 92.8 |
November 2014 | Fair | Satisfactory | Good | Good | 303 | 92.8 |
November 2013 | Fair | Satisfactory | Good | Good | 303 | 92.8 |
October 2012 | Fair | Satisfactory | Good | Good | 303 | 92.8 |
January 2012 | Good | Good | Very Good | Good | 303 | 93.8 |
October 2010 | Good | Good | Very Good | Good | 303 | 93.8 |
October 2009 | Good | Good | Very Good | Good | 303 | 93.9 |
November 2008 | Good | Good | Very Good | Good | 134 | 98.0 |
November 2007 | Good | Good | Very Good | Good | 134 | 98.0 |
October 2006 | Good | Good | Very Good | Good | 134 | 98.0 |
October 2004 | Good | Good | Very Good | Good | 134 | 98.0 |
October 2003 | Good | Good | Very Good | Good | 134 | 98.0 |
November 2002 | Good | Good | Very Good | Good | 134 | 98.0 |
November 2001 | Good | Good | Very Good | Good | 134 | 98.0 |
November 1999 | Good | Good | Very Good | Good | 134 | 98.0 |
November 1998 | Good | Good | Very Good | Good | 86 | 98.0 |
November 1997 | Good | Good | Very Good | Good | 50 | 98.0 |
November 1996 | Good | Good | Very Good | Good | 50 | 98.0 |
November 1995 | Good | Good | Very Good | Good | 50 | 98.0 |
December 1994 | Good | Good | Very Good | Good | 50 | 98.0 |
November 1993 | Good | Good | Very Good | Good | 50 | 98.0 |
December 1992 | Good | Good | Very Good | Good | 50 | 98.0 |
December 1991 | Good | Good | Very Good | Good | 50 | 98.0 |