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EXCHANGE STREET over ERIE CANAL

Map

Coordinates:
+43.17671, -78.68560
43°10'36" N, 78°41'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EXCHANGE STREET over ERIE CANAL
Structure number:000000004454150
Location:IN LOCKPORT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:99.7 ft. [30.4 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1915
Year reconstructed:2001
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:Movable - Lift [15]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,419 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,241,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodGoodVery Good241972.6
December 2015FairVery GoodSatisfactoryVery Good250272.6
October 2013FairVery GoodSatisfactoryVery Good250272.6
October 2011GoodExcellentVery GoodExcellent500073.7
November 2009GoodExcellentVery GoodExcellent500073.7
October 2007GoodExcellentVery GoodExcellent500073.7
October 2005GoodExcellentExcellentExcellent500073.7
October 2003GoodExcellentExcellentExcellent500073.7
October 2001GoodExcellentExcellentExcellent500072.7
March 2001PoorSatisfactory-Serious500017.7
March 2000PoorSatisfactory-Serious500017.7
October 1998PoorSatisfactory-Serious500017.7
December 1997PoorFair-Poor500016.0
November 1996PoorPoor--50004.7
November 1995PoorPoor--50007.4
November 1994PoorPoor--50007.4
November 1993PoorPoor--50007.4
November 1992PoorPoorSeriousSerious50007.4
October 1991PoorPoorPoorSerious50003.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5353000
Steel Protective Coatingsq. ft.346346000
Steel Stringerlinear ft.1,3991,399000
Steel Protective Coatingsq. ft.5,0033,5137457450
Deck
Reinforced Concrete Decksq. ft.450450000
Wearing Surfacessq. ft.4323993300
Superstructure
Steel Trusslinear ft.200200000
Steel Protective Coatingsq. ft.7,4157,415000
Steel Floor Beamlinear ft.314314000
Steel Protective Coatingsq. ft.1,0301,030000
Steel Gusset Plateeach2626000
Substructure
Reinforced Concrete Pier Walllinear ft.9891070
Reinforced Concrete Abutmentlinear ft.1461340120
Reinforced Concrete Pile Cap/Footinglinear ft.244244000
Deck
Open Grid Decksq. ft.2,1002,100000
Wearing Surfacessq. ft.2,0162,016000
Concrete Filled Grid Decksq. ft.400040000
Wearing Surfacessq. ft.384038400
Joints
Assembly without Seal Jointlinear ft.7070000
Bearings
Movable Bearingeach42200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.236236000
Steel Protective Coatingsq. ft.828828000