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WAYNEPORT ROAD over ERIE CANAL

Map

Coordinates:
+43.07491, -77.36127
43°04'30" N, 77°21'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WAYNEPORT ROAD over ERIE CANAL
Structure number:000000004437230
Location:2.9 MI W JCT RTE 31F + C
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:182.8 ft. [55.7 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:State Highway Agency [01]
Year built:1912
Year reconstructed:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: 2061

Good/Fair/Poor Condition:Fair
Average daily traffic:3,339 [as of 2017]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 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]
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:632.0
Estimated cost of work:$300,415,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2061Fair7 out of 103339632.0
June 2017FairN out of 10333963.2
June 2015FairN out of 10495163.9
August 2013GoodN out of 10495162.5
November 2012PoorN out of 10495049.5
October 2011FairN out of 10495031.5
December 2010FairN out of 10288250.8
August 2009FairN out of 10325151.9
August 2008FairN out of 10308051.9
August 2006FairN out of 10308063.1
August 2004FairN out of 10288263.1
August 2002FairN out of 10288264.0
December 2000FairN out of 10288262.0
July 1998FairN out of 10288262.0
September 1996FairN out of 10288249.6
December 1994FairN out of 10183349.9
September 1992PoorN out of 10183337.5
January 1990PoorN out of 1018330.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,2871,287000
Steel Protective Coatingsq. ft.3,37803,37800
Steel Trusslinear ft.366036600
Steel Protective Coatingsq. ft.7,45507,0833720
Steel Floor Beamlinear ft.24701231240
Steel Protective Coatingsq. ft.835083500
Steel Gusset Plateeach4804800
Steel Protective Coatingsq. ft.4804800
Substructure
Reinforced Concrete Abutmentlinear ft.7207200
Deck
Open Grid Decksq. ft.2,91602,3335830
Wearing Surfacessq. ft.2,58002,58000
Steel Protective Coatingsq. ft.2,91601,4581,4580
Concrete Filled Grid Decksq. ft.198019800
Wearing Surfacessq. ft.175017500
Steel Protective Coatingsq. ft.198019800
Joints
Strip Seal Jointlinear ft.3417890
Bearings
Movable Bearingeach22000
Steel Protective Coatingsq. ft.20200
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.20200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.377376010
Steel Protective Coatingsq. ft.2,30402,30400