Township Road G over BATES CREEK
Map
Coordinates:
+41.57219, -84.3447941°34'20" N, 84°20'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Township Road G over BATES CREEK |
Structure number: | 2630907 |
Location: | TR G 0.3 MI. W. TR 24-3 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 50.9 ft. [15.5 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: | 1972 |
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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 908 [as of 2015] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Good | Satisfactory | 908 | 78.1 |
October 2017 | Fair | Satisfactory | Good | Satisfactory | 908 | 78.1 |
November 2016 | Fair | Satisfactory | Good | Satisfactory | 908 | 78.1 |
November 2015 | Fair | Satisfactory | Good | Satisfactory | 908 | 78.1 |
November 2014 | Fair | Satisfactory | Good | Satisfactory | 1000 | 79.1 |
November 2013 | Fair | Satisfactory | Good | Satisfactory | 1000 | 79.1 |
October 2012 | Fair | Satisfactory | Good | Satisfactory | 1000 | 79.1 |
December 2011 | Fair | Satisfactory | Good | Satisfactory | 1000 | 79.1 |
October 2010 | Good | Good | Good | Good | 1000 | 80.1 |
October 2009 | Good | Good | Good | Good | 1253 | 84.3 |
October 2008 | Good | Good | Good | Good | 1253 | 84.3 |
October 2007 | Good | Good | Good | Good | 1253 | 84.3 |
December 2006 | Good | Good | Good | Good | 1253 | 84.3 |
October 2004 | Good | Good | Good | Good | 1253 | 84.3 |
October 2003 | Good | Good | Good | Good | 1253 | 84.3 |
November 2002 | Good | Good | Good | Good | 1253 | 84.3 |
October 2001 | Good | Good | Very Good | Good | 1253 | 84.3 |
November 1999 | Good | Good | Very Good | Good | 1253 | 84.3 |
November 1998 | Good | Good | Very Good | Good | 881 | 84.4 |
October 1997 | Good | Good | Very Good | Good | 881 | 84.4 |
November 1996 | Good | Good | Very Good | Good | 881 | 84.4 |
November 1995 | Good | Good | Very Good | Good | 200 | 93.0 |
December 1994 | Good | Good | Very Good | Good | 200 | 93.0 |
November 1993 | Good | Good | Very Good | Good | 200 | 93.0 |
November 1992 | Good | Good | Very Good | Good | 200 | 93.0 |
December 1991 | Good | Good | Very Good | Good | 200 | 93.0 |