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MCMURPHY ROAD over THUNDER BAY RIVER
Map
Coordinates:
+44.97419, -84.09359
44°58'27" N, 84°05'37" W
+44.97419, -84.09359
44°58'27" N, 84°05'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MCMURPHY ROAD over THUNDER BAY RIVER |
| Structure number: | 000000000012717 |
| Old structure number: | 60302H00016B010 (from 1992 edition) |
| Location: | SECTIONS 20-21 AVERY TWP |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 44.3 ft. [13.5 m] |
| Roadway width between curbs: | 31.5 ft. [9.6 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 2009] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Good | 7 out of 10 | 60 | 100.0 |
| November 2015 | Good | 7 out of 10 | 60 | 100.0 |
| November 2013 | Good | 7 out of 10 | 60 | 100.0 |
| November 2011 | Good | 8 out of 10 | 60 | 100.0 |
| November 2009 | Good | 8 out of 10 | 60 | 100.0 |
| November 2007 | Good | 8 out of 10 | 60 | 100.0 |
| September 2005 | Good | 8 out of 10 | 60 | 100.0 |
| April 2003 | Fair | 6 out of 10 | 60 | 93.0 |
| April 2001 | Fair | 6 out of 10 | 50 | 74.0 |
| December 1998 | Good | 7 out of 10 | 50 | 74.0 |
| December 1996 | - | N out of 10 | 50 | 78.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1254189
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1254189