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RTE 33A over ERIE CANAL

Map

Coordinates:
+43.14017, -77.66609
43°08'25" N, 77°39'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 33A over ERIE CANAL
Structure number:000000004443340
Location:JCT BARGE C + RTE 33A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:148.0 ft. [45.1 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:20,871 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:56.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,718,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairGood2087156.4
November 2016FairFairFairGood2099754.0
November 2014PoorFairPoorGood1127940.1
November 2012FairFairFairGood1590057.9
November 2010FairFairFairGood1212862.1
August 2009PoorSatisfactoryPoorFair1593246.4
October 2008FairSatisfactoryFairGood1593262.9
August 2006FairSatisfactoryFairGood1691662.8
August 2004FairSatisfactoryFairGood1312063.1
September 2002FairSatisfactoryFairSatisfactory1312063.1
January 2001Fair-FairFair20871564.0
September 2000GoodGoodGoodGood1312074.2
October 1998GoodGoodGoodGood1312074.2
August 1996FairFairFairFair1257761.1
October 1994FairFairFairFair1428461.3
July 1992FairFairFairFair1345461.4
August 1990PoorPoorPoorFair1345448.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,18401,0661180
Steel Protective Coatingsq. ft.5,83105,83100
Deck
Reinforced Concrete Decksq. ft.6,47104,3362,1350
Wearing Surfacessq. ft.6,47106,47100
Superstructure
Steel Trusslinear ft.2960237590
Steel Protective Coatingsq. ft.12,1503,6455,4682,430607
Steel Floor Beamlinear ft.5400486540
Steel Protective Coatingsq. ft.5,67005,67000
Steel Gusset Plateeach26012140
Steel Protective Coatingsq. ft.5204804
Substructure
Reinforced Concrete Abutmentlinear ft.136013600
Joints
Compression Jointlinear ft.112081310
Bearings
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.20020
Pot Bearingeach20200
Steel Protective Coatingsq. ft.20110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6160582340
Steel Protective Coatingsq. ft.2,36402,330034