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RTE 9A over DYCKMAN STREET

Map

Coordinates:
+40.86889, -73.93125
40°52'08" N, 73°55'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9A over DYCKMAN STREET
Structure number:000000002229420
Location:6.5 MI NE ROUTE 9A+79 ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:121.7 ft. [37.1 m]
Total length:233.9 ft. [71.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Skew angle:23°
Owner:Local Toll Authority [32]
Year built:1937
Year reconstructed:2013
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:87,184 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$26,706,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodGoodSatisfactory8718481.0
August 2015FairGoodGoodSatisfactory9364581.0
August 2013FairGoodGoodSatisfactory11509481.0
September 2011FairGoodGoodSatisfactory11509481.0
August 2009FairGoodGoodSatisfactory6260281.0
August 2007FairGoodGoodSatisfactory6644181.0
August 2005FairGoodGoodSatisfactory11509480.3
September 2003GoodVery GoodExcellentVery Good11509480.3
September 2001PoorPoorFairPoor11509450.3
August 1999PoorPoorFairPoor12964149.3
July 1997PoorPoorPoorPoor5600050.0
October 1995PoorPoorPoorPoor5600050.0
June 1994PoorPoorPoorPoor4763452.0
October 1992PoorPoorPoorPoor5240047.9
August 1990PoorPoorPoorPoor5240046.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7487192900
Reinforced Concrete Stringerlinear ft.480473700
Deck
Reinforced Concrete Decksq. ft.13,16410,9442,22000
Wearing Surfacessq. ft.9,48009,48000
Superstructure
Reinforced Concrete Archlinear ft.592158421130
Reinforced Concrete Floor Beamlinear ft.6806582200
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Pier Walllinear ft.120011910
Reinforced Concrete Abutmentlinear ft.130754780
Reinforced Concrete Pile Cap/Footinglinear ft.116115010
Reinforced Concrete Pier Caplinear ft.2222000
Joints
Compression Jointlinear ft.120011820
Bearings
Elastomeric Bearingeach82600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.24410414000
Steel Protective Coatingsq. ft.1,2201,220000
Reinforced Concrete Bridge Raillinear ft.664066400