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MAIN STREET over ERIE CANAL

Map

Coordinates:
+43.16928, -78.69504
43°10'09" N, 78°41'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN STREET over ERIE CANAL
Structure number:000000004454170
Location:AT JCT RTS 78 + 31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:130.9 ft. [39.9 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:399.3 ft. [121.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1912
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Other [00]
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:11,458 [as of 2018]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$35,565,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory1145894.4
September 2016FairSatisfactorySatisfactorySatisfactory788994.6
September 2015PoorGoodPoorSatisfactory882466.7
September 2014PoorGoodPoorSatisfactory1093966.4
October 2013PoorGoodPoorSatisfactory1144266.4
October 2011GoodGoodGoodGood1070095.5
October 2009GoodGoodGoodGood1096095.5
October 2007GoodGoodGoodGood1092592.5
October 2005GoodGoodGoodGood1096095.5
October 2003GoodGoodGoodGood1096095.5
October 2001GoodVery GoodGoodGood1096096.5
October 1999GoodVery GoodGoodGood1096094.5
October 1997PoorSatisfactorySatisfactoryPoor1119667.2
November 1995PoorFairFairPoor1046964.8
November 1994PoorFairFairPoor100065.9
November 1993PoorFairFairPoor1419747.1
October 1991PoorFairFairPoor1419765.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,83601,83600
Steel Protective Coatingsq. ft.3,97103,97100
Deck
Reinforced Concrete Decksq. ft.52,40536,6837,8617,8610
Wearing Surfacessq. ft.45,09840,5884,2842260
Superstructure
Steel Archlinear ft.4,2813,5534712570
Steel Protective Coatingsq. ft.235,440211,90023,54000
Steel Floor Beamlinear ft.19,02516,9322,079140
Steel Protective Coatingsq. ft.72,51358,0109,4275,0760
Steel Pin or Pin & Hangar Assemblyeach36261000
Steel Protective Coatingsq. ft.3602700900
Substructure
Reinforced Concrete Abutmentlinear ft.8044382251410
Reinforced Concrete Pile Cap/Footinglinear ft.40332344360
Joints
Compression Jointlinear ft.1,6404104108200
Bearings
Fixed Bearingeach72024480
Steel Protective Coatingsq. ft.2,0166846666660
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.262262000
Steel Protective Coatingsq. ft.1,6611,661000