O'BRIEN ROAD over EAST BR MUNUSCONG RIVER
Map
Coordinates:
+46.10822, -84.2387546°06'30" N, 84°14'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | O'BRIEN ROAD over EAST BR MUNUSCONG RIVER |
Structure number: | 000000000001662 |
Old structure number: | 17310C00007B010 (from 1992 edition) |
Location: | 1 MI N OF STALWART |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.7 ft. [6.0 m] |
Total length: | 24.6 ft. [7.5 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
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: | Open Grating [3] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 5 [as of 2005] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural 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 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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 52.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Very Good | Fair | Good | 5 | 52.8 |
June 2015 | Fair | Very Good | Fair | Good | 5 | 52.8 |
June 2013 | Fair | Very Good | Fair | Good | 5 | 52.8 |
June 2011 | Fair | Very Good | Fair | Good | 5 | 41.7 |
June 2009 | Fair | Very Good | Fair | Very Good | 5 | 41.7 |
May 2007 | Fair | Very Good | Fair | Very Good | 5 | 40.9 |
June 2005 | Fair | Very Good | Fair | Very Good | 5 | 40.9 |
June 2003 | Poor | Critical | Imminent Failure | Imminent Failure | 20 | 27.3 |
July 2001 | Poor | Critical | Imminent Failure | Imminent Failure | 20 | 27.3 |
June 1999 | Poor | Critical | Imminent Failure | Imminent Failure | 20 | 27.3 |
June 1997 | Poor | Critical | Imminent Failure | Imminent Failure | 20 | 27.6 |
June 1995 | Poor | Critical | Imminent Failure | Critical | 20 | 27.6 |
June 1993 | Poor | Poor | Serious | Serious | 20 | 29.7 |
June 1991 | Poor | Poor | Serious | Serious | 20 | 29.7 |