SOUTH PERRY STREET over OVER OIL CREEK
Map
Coordinates:
+41.62280, -79.6769041°37'22" N, 79°40'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOUTH PERRY STREET over OVER OIL CREEK |
Structure number: | 000000000013546 |
Old structure number: | 207302882530350 (from 1992 edition) |
Location: | SOUTH PERRY ST,TITUSVILLE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 123.0 ft. [37.5 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
Vertical clearance above deck: | 14.4 ft. [4.4 m] |
Owner: | County Highway Agency [02] |
Year reconstructed: | 1994 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 5,000 [as of 2017] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Imminent Failure [1 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 91.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,088,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Poor | Imminent Failure | Poor | 5000 | 91.0 |
July 2017 | Poor | Poor | Imminent Failure | Poor | 5000 | 91.0 |
July 2015 | Poor | Fair | Serious | Poor | 5000 | 17.7 |
August 2013 | Poor | Fair | Serious | Poor | 5000 | 14.0 |
July 2011 | Poor | Fair | Serious | Poor | 5000 | 14.0 |
August 2010 | Poor | Fair | Critical | Poor | 5000 | 14.0 |
August 2008 | Poor | Fair | Critical | Poor | 5000 | 14.0 |
August 2006 | Poor | Satisfactory | Critical | Poor | 5000 | 19.2 |
October 2004 | Poor | Satisfactory | Critical | Poor | 5000 | 16.3 |
December 2002 | Poor | Satisfactory | Serious | Fair | 5000 | 16.3 |
February 2001 | Fair | Satisfactory | Fair | Fair | 5000 | 32.3 |
February 1999 | Fair | Good | Fair | Satisfactory | 5000 | 32.3 |
January 1997 | Fair | Good | Satisfactory | Satisfactory | 5000 | 43.0 |
December 1994 | Fair | Very Good | Satisfactory | Satisfactory | 5000 | 43.3 |
December 1992 | Fair | Fair | Fair | Good | 5000 | 52.2 |
May 1991 | Fair | Fair | Satisfactory | Good | 5000 | 62.3 |