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MINERS CASTLE ROAD over MINERS RIVER
Map
Coordinates:
+46.48836, -86.54061
46°29'18" N, 86°32'26" W
+46.48836, -86.54061
46°29'18" N, 86°32'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MINERS CASTLE ROAD over MINERS RIVER |
| Structure number: | 6320001P0000000 |
| Location: | 0.5 MILES NORTH OF MINERS |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 20.0 ft. [6.1 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | National Park Service [66] |
| Year built: | 1953 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2011] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 47.1 |
| Estimated cost of work: | $525,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Poor | Good | Satisfactory | Poor | 150 | 47.1 |
| November 2015 | Poor | Good | Satisfactory | Poor | 150 | 47.1 |
| October 2013 | Fair | Good | Satisfactory | Fair | 150 | 83.0 |
| October 2011 | Fair | Good | Satisfactory | Fair | 150 | 83.0 |
| October 2009 | Fair | Good | Satisfactory | Fair | 150 | 83.0 |
| October 2007 | Fair | Good | Good | Satisfactory | 150 | 94.0 |
| October 2005 | Fair | Good | Good | Satisfactory | 150 | 94.0 |
| October 2003 | Fair | Good | Good | Satisfactory | 150 | 94.0 |
| October 2001 | Fair | Good | Good | Satisfactory | 150 | 94.0 |
| June 1999 | Good | Good | Very Good | Good | 150 | 94.0 |
© 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/1254710
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1254710