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PRESBYTERIAN ROAD over Erie Canal Bike Path, ER

Map

Coordinates:
+43.24857, -78.27671
43°14'55" N, 78°16'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PRESBYTERIAN ROAD over Erie Canal Bike Path, ER
Structure number:000000004445170
Location:4.2MI W JCT BARGE C+RTE98
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:149.9 ft. [45.7 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1909
Year reconstructed:2007
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:81 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
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:37.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,681,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactoryFairGood8137.5
October 2017FairSatisfactoryFairGood8445.7
November 2016FairSatisfactoryFairGood11845.7
June 2015FairSatisfactoryFairSatisfactory11745.7
December 2014FairSatisfactoryFairSatisfactory14945.7
September 2013FairSatisfactoryFairSatisfactory14945.7
October 2012FairGoodSatisfactorySatisfactory15050.7
September 2011FairGoodSatisfactorySatisfactory15050.7
October 2010FairGoodSatisfactorySatisfactory14950.7
July 2009FairGoodFairSatisfactory14921.0
June 2008FairVery GoodSatisfactorySatisfactory14925.3
October 2007FairGoodSatisfactoryGood22945.5
May 2006PoorSatisfactoryPoorFair22920.4
August 2005PoorSatisfactoryPoorFair22920.4
June 2004PoorSatisfactoryPoorFair22921.4
December 2003PoorSatisfactoryPoorFair22921.4
March 2003PoorSatisfactoryPoorFair8321.5
March 2002PoorSatisfactoryPoorFair8321.5
June 2000PoorSatisfactoryPoorFair8321.5
June 1999PoorSatisfactorySeriousSerious8317.9
August 1998PoorSatisfactorySeriousSerious8317.9
May 1997PoorSatisfactoryFairSerious8317.9
August 1996PoorFairSeriousSerious5016.8
June 1995PoorFairSeriousSerious5015.7
November 1994PoorFairSeriousSerious5015.7
August 1993PoorFairSeriousSerious5015.7
September 1992PoorFairSeriousSerious5015.7
May 1991PoorFairSeriousSerious5016.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,0410979620
Steel Protective Coatingsq. ft.3,24601,4611,623162
Steel Trusslinear ft.299142142150
Steel Protective Coatingsq. ft.5,29505,0302650
Steel Floor Beamlinear ft.165016320
Steel Protective Coatingsq. ft.8440759850
Steel Gusset Plateeach3203200
Steel Protective Coatingsq. ft.32014180
Substructure
Reinforced Concrete Columneach86200
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Pier Caplinear ft.7676000
Deck
Open Grid Decksq. ft.1,88801,6052830
Wearing Surfacessq. ft.1,49101,49100
Steel Protective Coatingsq. ft.1,88803601,43395
Concrete Filled Grid Decksq. ft.309030900
Wearing Surfacessq. ft.244024400
Steel Protective Coatingsq. ft.30902012484
Joints
Compression Jointlinear ft.1613030
Assembly without Seal Jointlinear ft.1801800
Bearings
Elastomeric Bearingeach20200
Steel Protective Coatingsq. ft.20020
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.20020
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.373373000
Steel Protective Coatingsq. ft.3,79703,6831140
Deck
Reinforced Concrete Slabsq. ft.7347102400
Wearing Surfacessq. ft.58043414600