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RIVERSIDE DRIVE over WEST 96TH STREET

Map

Coordinates:
+40.79601, -73.97501
40°47'46" N, 73°58'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERSIDE DRIVE over WEST 96TH STREET
Structure number:000000002246970
Location:IN WEST MANHATTAN
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:112.9 ft. [34.4 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1920
Year reconstructed:1997
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,916 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:55.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$26,953,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairVery GoodSatisfactorySatisfactory591655.2
April 2015FairVery GoodSatisfactorySatisfactory713354.1
May 2013FairVery GoodSatisfactorySatisfactory1161053.6
May 2011FairVery GoodSatisfactorySatisfactory1161053.6
July 2009FairVery GoodSatisfactoryFair1161046.3
July 2007FairExcellentSatisfactorySatisfactory1161053.6
June 2005FairExcellentSatisfactorySatisfactory1161053.6
June 2003FairExcellentSatisfactorySatisfactory1161053.6
March 2003FairExcellentSatisfactorySatisfactory963649.3
August 2000FairExcellentSatisfactorySatisfactory963649.3
September 1998FairExcellentSatisfactorySatisfactory963649.3
October 1996PoorPoorPoorPoor112419.6
May 1995PoorPoorPoorPoor1124112.1
July 1994PoorFairPoorPoor1340010.2
July 1992PoorFairPoorPoor1340010.2
May 1990PoorFairPoorPoor1340023.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,3601,360000
Steel Protective Coatingsq. ft.3,8583,858000
Deck
Reinforced Concrete Decksq. ft.8,5248,524000
Wearing Surfacessq. ft.7,9037,903000
Superstructure
Steel Archlinear ft.1,0441,044000
Steel Protective Coatingsq. ft.13,47213,472000
Steel Floor Beamlinear ft.2,0402,040000
Steel Protective Coatingsq. ft.14,58614,586000
Substructure
Steel Columneach1818000
Steel Protective Coatingsq. ft.1,7281,728000
Reinforced Concrete Abutmentlinear ft.194194000
Bearings
Other Bearingeach1818000
Steel Protective Coatingsq. ft.1818000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.142142000
Steel Protective Coatingsq. ft.142142000
Reinforced Concrete Bridge Raillinear ft.9696000