MILLER FARM ROAD over OVER OIL CREEK
Map
Coordinates:
+41.56540, -79.6566041°33'55" N, 79°39'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILLER FARM ROAD over OVER OIL CREEK |
Structure number: | 000000000033905 |
Old structure number: | 607212063530340 (from 1992 edition) |
Location: | OIL CREEK TOWNSHIP |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 153.9 ft. [46.9 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
Vertical clearance above deck: | 18.4 ft. [5.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1888 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 9 / H 10 [1] |
Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 44.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,354,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.5 |
June 2016 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.5 |
June 2014 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.3 |
June 2012 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.7 |
June 2010 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.5 |
June 2009 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.5 |
July 2007 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.5 |
April 2006 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.5 |
April 2005 | Fair | Satisfactory | Fair | Satisfactory | 100 | 44.3 |
March 2004 | Fair | Satisfactory | Fair | Satisfactory | 100 | 46.3 |
August 2002 | Fair | Satisfactory | Fair | Satisfactory | 100 | 46.3 |
August 2001 | Fair | Satisfactory | Fair | Satisfactory | 100 | 46.3 |
October 2000 | Poor | Serious | Fair | Satisfactory | 100 | 38.5 |
November 1999 | Poor | Serious | Fair | Satisfactory | 100 | 38.5 |
September 1997 | Poor | Serious | Fair | Satisfactory | 100 | 41.3 |
August 1995 | Poor | Critical | Fair | Satisfactory | 100 | 42.2 |
October 1993 | Poor | Poor | Poor | Satisfactory | 100 | 31.6 |
September 1991 | Fair | Fair | Fair | Good | 100 | 37.8 |