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I 95 RAMP UX over RAMP HR 4, RAMP HR 3

Map

Coordinates:
+40.84972, -73.94284
40°50'59" N, 73°56'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:I 95 RAMP UX over RAMP HR 4, RAMP HR 3
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:62.3 ft. [19.0 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:14.1 ft. [4.3 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,450 [as of 1999]
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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:23.7 tons [21.5 metric tons]
Sufficiency rating:54.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$34,349,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201554.3FairSatisfactoryFairFairFO18450
October 201354.3FairSatisfactoryFairFairFO18450
October 201154.3FairSatisfactorySatisfactoryFairFO18450
September 200954.3FairGoodSatisfactoryFairFO18450
September 200718.0FairGoodSatisfactoryFairFO18450
September 200518.0FairGoodSatisfactoryFairFO18450
September 200353.3FairGoodSatisfactoryFairFO18450
September 200156.1FairGoodSatisfactoryFairFO18450
September 199952.1FairGoodSatisfactoryFairFO18450
September 199737.1PoorSatisfactoryFairPoorSD57943
September 199536.0PoorFairPoorPoorSD57943
January 199322.3PoorFairPoorPoorSD57943
July 199148.1PoorFairPoorPoorSD57943