DOWNINGTON ROAD over MIDDLE BR DRAIN
Map
Coordinates:
+43.50739, -82.9033943°30'27" N, 82°54'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DOWNINGTON ROAD over MIDDLE BR DRAIN |
Structure number: | 000000000009562 |
Old structure number: | 74301H00001B010 (from 1992 edition) |
Location: | SEC 35 ARGYLE TWP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 180 [as of 2010] |
Truck traffic: | 10% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 77.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Fair | 6 out of 10 | 180 | 77.9 |
April 2016 | Fair | 6 out of 10 | 180 | 30.7 |
April 2014 | Good | 7 out of 10 | 180 | 30.7 |
April 2012 | Good | 7 out of 10 | 180 | 28.0 |
April 2010 | Good | 7 out of 10 | 180 | 85.4 |
June 2008 | Good | 7 out of 10 | 120 | 85.4 |
June 2006 | Good | 7 out of 10 | 120 | 85.4 |
July 2004 | Good | 7 out of 10 | 120 | 85.4 |
June 2002 | - | N out of 10 | 120 | 71.6 |
June 2000 | Good | 7 out of 10 | 120 | 71.6 |
July 1998 | Good | 7 out of 10 | 120 | 87.1 |
October 1996 | Good | 7 out of 10 | 120 | 97.0 |
July 1994 | Good | 7 out of 10 | 100 | 97.0 |
January 1992 | Good | 7 out of 10 | 100 | 97.0 |
February 1990 | Good | 7 out of 10 | 100 | 97.0 |