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RTE 59 over PASCACK CREEK

Map

Coordinates:
+41.10798, -74.03874
41°06'29" N, 74°02'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 59 over PASCACK CREEK
Structure number:000000001027660
Location:0.3 MI E JCT RTS 59+45
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:119.8 ft. [36.5 m]
Total length:332.0 ft. [101.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1989
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
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: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:20,949 [as of 2007]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,922,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorPoorSatisfactoryGood2094991.9
June 2015FairFairSatisfactoryGood2207976.6
July 2013FairFairGoodGood2207975.7
July 2011FairFairGoodGood2210075.5
July 2009FairFairGoodGood2207976.6
August 2007FairFairGoodGood2207973.6
June 2005FairFairGoodGood1590975.1
September 2003FairFairGoodGood1590975.1
July 2001FairFairGoodGood1590976.2
September 1999FairFairGoodGood2161474.8
September 1997FairFairSatisfactorySatisfactory2289974.5
November 1995PoorPoorFairFair2321358.3
October 1993FairFairFairFair2321363.9
June 1991PoorFairPoorSatisfactory2360744.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,09298310900
Deck
Reinforced Concrete Decksq. ft.16,9677,8714,4684,6280
Wearing Surfacessq. ft.14,5257,1056,48983596
Superstructure
Steel Trusslinear ft.4804324800
Steel Protective Coatingsq. ft.9,6009,600000
Steel Floor Beamlinear ft.1,3366186181000
Steel Protective Coatingsq. ft.9,0849,084000
Steel Gusset Plateeach52242260
Steel Protective Coatingsq. ft.520520000
Substructure
Reinforced Concrete Columneach108200
Reinforced Concrete Abutmentlinear ft.110298100
Reinforced Concrete Pile Cap/Footinglinear ft.5004730
Reinforced Concrete Pier Caplinear ft.102723000
Joints
Compression Jointlinear ft.1040652613
Bearings
Elastomeric Bearingeach2626000
Movable Bearingeach40400
Steel Protective Coatingsq. ft.1601600
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.656648440
Steel Protective Coatingsq. ft.3,1214171,56101,143