WASHINGTON ST over OLD ERIE CANAL
Map
Coordinates:
+40.59274, -86.6788340°35'34" N, 86°40'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WASHINGTON ST over OLD ERIE CANAL |
Structure number: | 0800001 |
Location: | 00.51 N of SR 25 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 33.5 ft. [10.2 m] |
Total length: | 112.9 ft. [34.4 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1901 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Masonry [8] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,091 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 68.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Very Good | Satisfactory | Satisfactory | 1091 | 68.0 |
June 2015 | Fair | Very Good | Satisfactory | Satisfactory | 1091 | 68.0 |
June 2013 | Fair | Very Good | Satisfactory | Good | 1091 | 68.0 |
August 2011 | Fair | Very Good | Satisfactory | Good | 1091 | 67.7 |
August 2009 | Fair | Very Good | Satisfactory | Good | 1051 | 67.7 |
September 2007 | Poor | Fair | Poor | Satisfactory | 1051 | 26.5 |
September 2005 | Poor | Fair | Poor | Satisfactory | 1030 | 26.5 |
May 2003 | Poor | Satisfactory | Poor | Satisfactory | 1020 | 42.1 |
May 2001 | Fair | Good | Satisfactory | Satisfactory | 990 | 65.3 |
March 1999 | Fair | Good | Satisfactory | Satisfactory | 990 | 65.5 |
February 1997 | Fair | Good | Fair | Fair | 990 | 55.2 |
October 1994 | Poor | Good | Poor | Poor | 950 | 38.1 |
November 1992 | Fair | Good | Fair | Fair | 950 | 51.2 |
February 1991 | Fair | Good | Fair | Fair | 1000 | 68.8 |