HOSSLER ROAD over THUNDER BAY RIVER
Map
Coordinates:
+44.97225, -84.2176844°58'20" N, 84°13'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HOSSLER ROAD over THUNDER BAY RIVER |
Structure number: | 000000000012718 |
Old structure number: | 60200011000B010 (from 1992 edition) |
Location: | SECTION 20 BRILEY TWP |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 6.2 ft. [1.9 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2005] |
Truck traffic: | 12% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $444,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2017 | Fair | 6 out of 10 | 120 | 92.5 |
November 2015 | Fair | 6 out of 10 | 120 | 92.5 |
November 2013 | Fair | 6 out of 10 | 120 | 92.5 |
November 2011 | Fair | 6 out of 10 | 120 | 85.0 |
November 2009 | Fair | 6 out of 10 | 120 | 85.0 |
November 2007 | Fair | 6 out of 10 | 120 | 85.0 |
September 2005 | Fair | 6 out of 10 | 120 | 90.5 |
April 2003 | Fair | 6 out of 10 | 120 | 71.4 |
April 2001 | Fair | 6 out of 10 | 120 | 71.4 |
December 1998 | Fair | 6 out of 10 | 120 | 71.4 |
December 1996 | Fair | 6 out of 10 | 120 | 73.4 |