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COLD SPRING ROAD over ERIE CANAL, NORTH TOW PA

Map

Coordinates:
+43.18609, -78.66628
43°11'10" N, 78°39'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLD SPRING ROAD over ERIE CANAL, NORTH TOW PA
Structure number:000000004454120
Location:AT ECL LOCKPORT ON CANAL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:142.7 ft. [43.5 m]
Total length:317.9 ft. [96.9 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:39°
Owner:Town or Township Highway Agency [03]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,534 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,632,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodExcellentVery Good453497.4
July 2015GoodGoodExcellentVery Good513797.3
September 2013GoodGoodExcellentVery Good513797.3
September 2011GoodVery GoodExcellentExcellent425097.4
October 2009GoodVery GoodExcellentExcellent455897.3
October 2007GoodVery GoodExcellentExcellent457597.3
October 2005GoodExcellentExcellentExcellent372697.5
October 2003GoodExcellentExcellentExcellent372697.5
October 2001GoodExcellentExcellentExcellent372697.5
November 1999GoodExcellentExcellentExcellent372697.5
October 1998PoorFairSeriousSerious37260.0
November 1997PoorSatisfactorySeriousPoor37261.0
November 1996PoorFairPoorSerious31250.0
November 1995PoorFairPoorSerious30850.0
November 1994PoorFairPoorSerious14800.0
November 1993PoorFairPoorSerious14800.0
October 1992PoorFairSeriousSerious14800.0
October 1991PoorFairSeriousPoor14800.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5601,560000
Steel Protective Coatingsq. ft.25,08825,088000
Deck
Reinforced Concrete Decksq. ft.11,54410,670318430
Wearing Surfacessq. ft.10,2968,7521,54400
Substructure
Reinforced Concrete Pier Walllinear ft.9292000
Reinforced Concrete Abutmentlinear ft.10196500
Joints
Assembly with Sealeach90045450
Bearings
Pot Bearingeach20100100
Steel Protective Coatingsq. ft.801925360
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.624624000
Steel Protective Coatingsq. ft.1,4671,467000
Reinforced Concrete Bridge Raillinear ft.6245339100