ARMITAGE ROAD over ERIE CANAL/CLYDE RIVER
Map
Coordinates:
+43.02064, -76.7988943°01'14" N, 76°47'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ARMITAGE ROAD over ERIE CANAL/CLYDE RIVER |
Structure number: | 000000004435010 |
Location: | 2.3 MI NW JCT SH 89 & CNL |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 180.8 ft. [55.1 m] |
Total length: | 308.1 ft. [93.9 m] |
Roadway width between curbs: | 14.8 ft. [4.5 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Vertical clearance above deck: | 8.9 ft. [2.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1914 |
Year reconstructed: | 1951 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Open Grating [3] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 230 [as of 2018] |
Truck traffic: | 3% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
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] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 17.7 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $5,632,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Poor | Poor | Poor | 230 | 17.7 |
September 2017 | Poor | Poor | Poor | Poor | 231 | 17.7 |
September 2016 | Poor | Poor | Poor | Poor | 234 | 17.7 |
August 2015 | Poor | Serious | Poor | Poor | 236 | 17.7 |
August 2014 | Poor | Serious | Poor | Serious | 264 | 15.4 |
August 2013 | Poor | Poor | Poor | Serious | 265 | 15.4 |
August 2012 | Poor | Poor | Poor | Serious | 270 | 15.4 |
August 2011 | Poor | Poor | Poor | Serious | 270 | 15.4 |
August 2010 | Poor | Poor | Poor | Serious | 293 | 15.3 |
August 2009 | Poor | Poor | Serious | Serious | 293 | 30.5 |
October 2008 | Poor | Poor | Poor | Poor | 293 | 45.6 |
October 2007 | Poor | Poor | Poor | Poor | 284 | 45.6 |
October 2006 | Poor | Poor | Poor | Poor | 284 | 45.6 |
September 2005 | Poor | Poor | Poor | Poor | 284 | 45.6 |
September 2004 | Poor | Poor | Poor | Poor | 284 | 43.6 |
September 2003 | Poor | Poor | Poor | Poor | 284 | 43.6 |
October 2002 | Poor | Poor | Poor | Poor | 284 | 43.6 |
October 2001 | Poor | Poor | Poor | Poor | 284 | 43.6 |
November 2000 | Poor | Poor | Poor | Poor | 284 | 43.6 |
November 1999 | Poor | Poor | Serious | Serious | 284 | 28.5 |
August 1998 | Poor | Poor | Serious | Fair | 220 | 28.5 |
September 1997 | Poor | Poor | Serious | Serious | 220 | 28.5 |
August 1996 | Poor | Poor | Serious | Serious | 220 | 28.4 |
July 1995 | Poor | Poor | Serious | Serious | 220 | 28.3 |
August 1994 | Poor | Poor | Serious | Serious | 190 | 28.4 |
August 1993 | Poor | Fair | Serious | Serious | 190 | 32.4 |
July 1992 | Poor | Fair | Serious | Serious | 190 | 32.4 |
June 1991 | Poor | Fair | Serious | Serious | 190 | 28.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 246 | 0 | 225 | 21 | 0 |
Steel Protective Coating | sq. ft. | 4,060 | 0 | 3,250 | 608 | 202 |
Steel Stringer | linear ft. | 1,822 | 0 | 1,662 | 110 | 50 |
Steel Protective Coating | sq. ft. | 5,353 | 0 | 2,411 | 2,140 | 802 |
Steel Truss | linear ft. | 366 | 0 | 358 | 8 | 0 |
Steel Protective Coating | sq. ft. | 3,192 | 0 | 2,075 | 798 | 319 |
Steel Floor Beam | linear ft. | 372 | 0 | 309 | 63 | 0 |
Steel Protective Coating | sq. ft. | 2,162 | 0 | 652 | 996 | 514 |
Steel Gusset Plate | each | 48 | 0 | 47 | 1 | 0 |
Steel Protective Coating | sq. ft. | 1,200 | 0 | 840 | 360 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 56 | 0 | 0 | 56 | 0 |
Reinforced Concrete Abutment | linear ft. | 52 | 0 | 34 | 18 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 30 | 0 | 30 | 0 | 0 |
Timber Pile | each | 7 | 7 | 0 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 5,424 | 0 | 0 | 5,424 | 0 |
Wearing Surfaces | sq. ft. | 5,152 | 0 | 5,152 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,709 | 2,855 | 2,854 | 0 | 0 |
Joints |
Open Joint | linear ft. | 36 | 0 | 0 | 36 | 0 |
Other Joint | linear ft. | 36 | 0 | 0 | 36 | 0 |
Bearings |
Movable Bearing | each | 6 | 0 | 0 | 6 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 1 | 0 | 5 |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 2 | 0 | 4 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 366 | 0 | 356 | 10 | 0 |
Steel Protective Coating | sq. ft. | 1,225 | 0 | 1,164 | 61 | 0 |