RTE 259 over ERIE CANAL
Map
Coordinates:
+43.19324, -77.8004443°11'36" N, 77°48'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 259 over ERIE CANAL |
Structure number: | 000000004443230 |
Location: | JCT BARGE C&RTE 259 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 118.8 ft. [36.2 m] |
Total length: | 141.1 ft. [43.0 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 20.7 ft. [6.3 m] |
Vertical clearance below bridge: | 3277.7 ft. [999.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1914 |
Year reconstructed: | 1972 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Movable - Lift [15] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 15,374 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.0 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $6,118,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Fair | Poor | Satisfactory | 15374 | 95.0 |
November 2017 | Fair | Fair | Fair | Satisfactory | 15360 | 29.4 |
November 2016 | Poor | Fair | Serious | Satisfactory | 15384 | 6.0 |
November 2015 | Poor | Fair | Serious | Satisfactory | 14923 | 6.0 |
November 2014 | Poor | Fair | Serious | Satisfactory | 12800 | 6.0 |
October 2013 | Fair | Fair | Fair | Satisfactory | 12800 | 50.5 |
November 2012 | Poor | Poor | Fair | Fair | 12800 | 47.0 |
October 2011 | Fair | Satisfactory | Fair | Fair | 12800 | 47.3 |
January 2011 | Fair | - | Fair | Fair | 15360 | 294.0 |
November 2010 | Fair | Fair | Fair | Fair | 12800 | 42.9 |
October 2008 | Fair | Fair | Satisfactory | Fair | 12800 | 42.9 |
October 2006 | Fair | Fair | Satisfactory | Fair | 15401 | 55.6 |
November 2004 | Fair | Fair | Satisfactory | Fair | 13032 | 56.2 |
August 2002 | Fair | Fair | Satisfactory | Fair | 12824 | 56.0 |
August 2000 | Fair | Fair | Satisfactory | Fair | 10150 | 56.6 |
October 1998 | Fair | Satisfactory | Good | Satisfactory | 17927 | 67.6 |
December 1996 | Poor | Poor | Fair | Poor | 14626 | 26.1 |
October 1994 | Poor | Poor | Fair | Poor | 7497 | 45.9 |
September 1992 | Poor | Fair | Fair | Poor | 5143 | 48.9 |
July 1990 | Poor | Fair | Satisfactory | Poor | 13752 | 45.1 |
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. | 80 | 40 | 40 | 0 | 0 |
Steel Protective Coating | sq. ft. | 456 | 0 | 410 | 23 | 23 |
Steel Stringer | linear ft. | 1,879 | 848 | 181 | 780 | 70 |
Steel Protective Coating | sq. ft. | 7,716 | 186 | 1,887 | 2,831 | 2,812 |
Deck |
Reinforced Concrete Deck | sq. ft. | 456 | 0 | 456 | 0 | 0 |
Wearing Surfaces | sq. ft. | 412 | 0 | 103 | 309 | 0 |
Superstructure |
Steel Truss | linear ft. | 238 | 111 | 112 | 14 | 1 |
Steel Protective Coating | sq. ft. | 5,936 | 0 | 5,639 | 297 | 0 |
Steel Floor Beam | linear ft. | 284 | 24 | 258 | 0 | 2 |
Steel Protective Coating | sq. ft. | 2,061 | 0 | 1,191 | 849 | 21 |
Steel Gusset Plate | each | 30 | 16 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 60 | 0 | 32 | 28 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 76 | 0 | 76 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 76 | 0 | 76 | 0 | 0 |
Deck |
Open Grid Deck | sq. ft. | 1,842 | 0 | 1,566 | 276 | 0 |
Wearing Surfaces | sq. ft. | 1,842 | 0 | 1,842 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,842 | 0 | 0 | 184 | 1,658 |
Concrete Filled Grid Deck | sq. ft. | 621 | 0 | 571 | 50 | 0 |
Wearing Surfaces | sq. ft. | 621 | 0 | 621 | 0 | 0 |
Steel Protective Coating | sq. ft. | 621 | 0 | 0 | 62 | 559 |
Joints |
Open Joint | linear ft. | 42 | 0 | 21 | 21 | 0 |
Bearings |
Other Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 4 | 0 | 0 | 4 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 271 | 251 | 15 | 5 | 0 |
Steel Protective Coating | sq. ft. | 1,095 | 1,095 | 0 | 0 | 0 |