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PINE STREET over ERIE CANAL, NORTH TOWPAT

Map

Coordinates:
+43.17091, -78.69302
43°10'15" N, 78°41'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINE STREET over ERIE CANAL, NORTH TOWPAT
Structure number:000000004454160
Location:.3 MI NE JCT SH 78 & SH31
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:174.9 ft. [53.3 m]
Total length:176.8 ft. [53.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1901
Year reconstructed:1974
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:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,623 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$14,589,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairGoodFairFair462386.8
October 2016FairGoodFairFair514685.7
October 2014FairGoodFairFair417485.8
October 2012FairGoodSatisfactoryFair485085.7
November 2011FairGoodSatisfactoryFair510085.7
November 2010FairGoodSatisfactoryFair510885.7
December 2008FairGoodSatisfactoryFair548085.7
November 2006FairGoodSatisfactoryFair549385.7
August 2005FairVery GoodFairFair582285.7
July 2004FairVery GoodFairFair582285.7
October 2003FairVery GoodFairFair582285.7
June 2001FairVery GoodFairFair582285.7
April 1999FairVery GoodFairFair616985.7
April 1997FairGoodSatisfactorySatisfactory660997.7
March 1995FairSatisfactoryFairFair700086.4
February 1993FairSatisfactoryFairFair700085.4
December 1991PoorFairPoorPoor700060.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.2,12401,7703540
Steel Protective Coatingsq. ft.8,8788,43500443
Deck
Reinforced Concrete Decksq. ft.11,85910,6735935930
Wearing Surfacessq. ft.7,0806,72635400
Superstructure
Steel Archlinear ft.7086377100
Steel Protective Coatingsq. ft.6,9806,63100349
Steel Floor Beamlinear ft.1,0101,010000
Steel Protective Coatingsq. ft.5,5655,28700278
Substructure
Reinforced Concrete Abutmentlinear ft.134061730
Joints
Compression Jointlinear ft.1340517112
Bearings
Movable Bearingeach80080
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach80080
Steel Protective Coatingsq. ft.8008000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.354354000
Steel Protective Coatingsq. ft.1,38001,38000