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BATES ROAD over ERIE CANAL

Map

Coordinates:
+43.23021, -78.37059
43°13'49" N, 78°22'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BATES ROAD over ERIE CANAL
Structure number:000000004445200
Location:1.1 MI E JCT BGE CNL&RT63
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:140.8 ft. [42.9 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1914
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: 2091

Good/Fair/Poor Condition:Poor
Average daily traffic:1,191 [as of 2017]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:609.0
Estimated cost of work:$300,404,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2091Poor7 out of 101191609.0
September 2018PoorN out of 10117560.9
September 2017PoorN out of 10119160.9
October 2016PoorN out of 10115545.7
December 2014PoorN out of 10117445.9
October 2012PoorN out of 10134045.9
October 2010FairN out of 10144972.9
July 2008FairN out of 10153972.9
June 2006FairN out of 10149872.9
June 2004FairN out of 10144972.9
July 2002FairN out of 10144972.9
June 2000FairN out of 10161072.9
August 1998FairN out of 10161071.9
June 1996PoorN out of 1080043.8
August 1994PoorN out of 1080043.9
August 1992PoorN out of 1080019.0
May 1991PoorN out of 1080014.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,368982363203
Steel Protective Coatingsq. ft.6,52901,6323,2651,632
Steel Trusslinear ft.2732420310
Steel Protective Coatingsq. ft.7,41306,6727410
Steel Floor Beamlinear ft.23468128380
Steel Protective Coatingsq. ft.1,70901,28234285
Steel Gusset Plateeach3232000
Steel Protective Coatingsq. ft.32161600
Substructure
Reinforced Concrete Abutmentlinear ft.781246200
Deck
Open Grid Decksq. ft.2,46001,832298330
Steel Protective Coatingsq. ft.2,46001,210620630
Joints
Open Jointlinear ft.5205200
Bearings
Movable Bearingeach20002
Steel Protective Coatingsq. ft.20002
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.20020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.429429000
Steel Protective Coatingsq. ft.2,41702,41700