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I 95 RAMP UX over RAMP HR 3 & 4

Map

Coordinates:
+40.84972, -73.94284
40°50'59" N, 73°56'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 95 RAMP UX over RAMP HR 3 & 4
Structure number:00000000552250K
Location:HENRY HUDSON PARKWAY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:75.1 ft. [22.9 m]
Total length:622.1 ft. [189.6 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1931
Year reconstructed:1962
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:23
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$27,385,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryFairFair-75.0
October 2015FairSatisfactoryFairFair1845054.3
October 2013FairSatisfactoryFairFair1845054.3
October 2011FairSatisfactorySatisfactoryFair1845054.3
September 2009FairGoodSatisfactoryFair1845054.3
September 2007FairGoodSatisfactoryFair1845018.0
September 2005FairGoodSatisfactoryFair1845018.0
September 2003FairGoodSatisfactoryFair1845053.3
September 2001FairGoodSatisfactoryFair1845056.1
September 1999FairGoodSatisfactoryFair1845052.1
September 1997PoorSatisfactoryFairPoor5794337.1
September 1995PoorFairPoorPoor5794336.0
January 1993PoorFairPoorPoor5794322.3
July 1991PoorFairPoorPoor5794348.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,2704,2155,023320
Steel Protective Coatingsq. ft.71,66243,48528,0010176
Deck
Reinforced Concrete Decksq. ft.40,78839,1381,65000
Wearing Surfacessq. ft.38,632038,63200
Substructure
Steel Columneach661830180
Steel Protective Coatingsq. ft.12,7145,0777,63700
Reinforced Concrete Columneach2401770
Reinforced Concrete Abutmentlinear ft.66041250
Steel Pier Caplinear ft.1,4529244251030
Steel Protective Coatingsq. ft.20,32815,7084,62000
Joints
Compression Jointlinear ft.726661325280
Bearings
Movable Bearingeach1950144474
Steel Protective Coatingsq. ft.3903036000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,85401,7734239