+43.21653, -77.93819
43°12'60" N, 77°56'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 19 over ERIE CANAL
Structure number:000000004443240
Location:JCT BARGE C&RTE 19
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:129.9 ft. [39.6 m]
Total length:155.8 ft. [47.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:State Highway Agency [01]
Year built:1915
Year reconstructed:1992
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,686 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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: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:69.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,494,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryGood1168669.7
November 2016FairSatisfactorySatisfactoryGood1151569.8
November 2014FairSatisfactorySatisfactoryGood947270.5
October 2012FairSatisfactorySatisfactoryGood950070.5
January 2011Fair-SatisfactorySatisfactory11706697.0
November 2010GoodGoodGoodVery Good1389968.9
October 2008GoodGoodGoodVery Good1178869.7
October 2006GoodGoodVery GoodVery Good1161269.7
August 2004GoodGoodVery GoodVery Good1389970.0
November 2002GoodGoodVery GoodVery Good1378770.0
December 2000GoodVery GoodVery GoodExcellent1338670.2
August 1998GoodVery GoodVery GoodVery Good1344970.1
August 1996FairSatisfactoryVery GoodSatisfactory1276268.8
October 1994FairSatisfactoryVery GoodSatisfactory941169.8
November 1993FairVery GoodVery GoodSatisfactory1266168.6
December 1992FairVery GoodVery GoodSatisfactory832870.3
October 1990PoorPoorPoorPoor1562931.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3403400
Steel Protective Coatingsq. ft.1980185130
Steel Stringerlinear ft.1,08201,08020
Steel Protective Coatingsq. ft.4,33603,7455910
Reinforced Concrete Decksq. ft.430430000
Steel Trusslinear ft.231022740
Steel Protective Coatingsq. ft.6,54605,8007460
Steel Floor Beamlinear ft.260026000
Steel Protective Coatingsq. ft.1,59701,3812160
Steel Gusset Plateeach3003000
Steel Protective Coatingsq. ft.3003000
Reinforced Concrete Pier Walllinear ft.140140000
Reinforced Concrete Abutmentlinear ft.7878000
Reinforced Concrete Pile Cap/Footinglinear ft.218218000
Open Grid Decksq. ft.2,05701,8512060
Steel Protective Coatingsq. ft.2,05701,0281,0290
Concrete Filled Grid Decksq. ft.4300390400
Steel Protective Coatingsq. ft.430004300
Other Jointlinear ft.4404400
Other Bearingeach4804404
Steel Protective Coatingsq. ft.4800480
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.231023100
Steel Protective Coatingsq. ft.2,05302,05300