COUNTY ROAD A over STREAM YH-3
Map
Coordinates:
+41.48685, -84.0326041°29'13" N, 84°01'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD A over STREAM YH-3 |
Structure number: | 2630044 |
Location: | 1.2 MI. W. OF S.R. 109 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 53.5 ft. [16.3 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: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 2015] |
Truck traffic: | 19% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.0 |
October 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.0 |
October 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.0 |
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.0 |
October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 509 | 95.9 |
October 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 509 | 88.0 |
September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 509 | 88.0 |
December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 509 | 89.0 |
November 2010 | Fair | Good | Satisfactory | Good | 509 | 89.4 |
November 2009 | Fair | Good | Satisfactory | Good | 509 | 89.4 |
November 2008 | Fair | Good | Satisfactory | Good | 509 | 89.4 |
November 2007 | Good | Good | Good | Good | 509 | 89.4 |
November 2006 | Good | Good | Good | Good | 509 | 89.4 |
November 2004 | Good | Good | Good | Good | 509 | 89.4 |
October 2003 | Good | Good | Good | Good | 509 | 89.4 |
November 2002 | Good | Good | Good | Good | 509 | 89.4 |
November 2001 | Good | Good | Good | Good | 509 | 89.4 |
November 1999 | Good | Good | Good | Good | 509 | 89.4 |
November 1998 | Good | Good | Good | Good | 408 | 89.4 |
December 1997 | Good | Good | Good | Good | 302 | 90.5 |
November 1996 | Good | Good | Good | Good | 302 | 90.5 |
November 1995 | Good | Good | Good | Good | 302 | 90.4 |
December 1994 | Good | Good | Good | Good | 302 | 90.4 |
November 1993 | Good | Good | Good | Good | 302 | 90.4 |
December 1992 | Good | Very Good | Good | Good | 302 | 90.4 |
December 1991 | Good | Good | Very Good | Good | 100 | 89.5 |