MILLERBURG ROAD over OCQUEOC RIVER
Map
Coordinates:
+45.33203, -84.0601045°19'55" N, 84°03'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILLERBURG ROAD over OCQUEOC RIVER |
Structure number: | 000000000008995 |
Old structure number: | 714443400201B01 (from 1992 edition) |
Location: | S LIMITS OF MILLERSBURG |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,750 [as of 2006] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 80.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Good | 1750 | 80.4 |
September 2015 | Fair | Satisfactory | Satisfactory | Good | 1750 | 75.8 |
September 2013 | Fair | Satisfactory | Satisfactory | Good | 1750 | 75.8 |
September 2011 | Fair | Satisfactory | Good | Good | 1750 | 80.4 |
September 2009 | Fair | Satisfactory | Good | Good | 1750 | 80.4 |
July 2007 | Fair | Satisfactory | Good | Good | 1750 | 80.4 |
January 2006 | Fair | Satisfactory | Satisfactory | Good | 1750 | 80.4 |
June 2003 | Good | Good | Good | Good | 1750 | 80.5 |
May 2001 | Good | Good | Good | Good | 1750 | 80.5 |
January 1999 | Fair | Satisfactory | Good | Good | 1750 | 80.5 |
October 1996 | Fair | Satisfactory | Good | Good | 1750 | 77.5 |
July 1994 | Fair | Satisfactory | Good | Good | 1750 | 74.5 |
May 1992 | Fair | Satisfactory | Good | Good | 1750 | 74.5 |
November 1989 | Good | Good | Very Good | Good | 1750 | 74.5 |