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RIVERSIDE DRIVE over WEST 96TH STREET

Map 

Coordinates:
+40.79601, -73.97501
40°47'46" N, 73°58'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:107.9 ft. [32.9 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:97.8 ft. [29.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:7,133 [as of 2010]
Truck traffic:7% 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]
Operating rating:40.5 tons [36.8 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:54.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$25,985,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201554.1Functionally obsoleteVery GoodSatisfactorySatisfactory7133
May 201353.6Functionally obsoleteVery GoodSatisfactorySatisfactory11610
May 201153.6Functionally obsoleteVery GoodSatisfactorySatisfactory11610
July 200946.3Functionally obsoleteVery GoodSatisfactoryFair11610
July 200753.6Functionally obsoleteExcellentSatisfactorySatisfactory11610
June 200553.6Functionally obsoleteExcellentSatisfactorySatisfactory11610
June 200353.6Functionally obsoleteExcellentSatisfactorySatisfactory11610
March 200349.3Functionally obsoleteExcellentSatisfactorySatisfactory9636
August 200049.3Functionally obsoleteExcellentSatisfactorySatisfactory9636
September 199849.3Functionally obsoleteExcellentSatisfactorySatisfactory9636
October 19969.6Structurally deficientPoorPoorPoor11241
May 199512.1Structurally deficientPoorPoorPoor11241
July 199410.2Structurally deficientFairPoorPoor13400
July 199210.2Structurally deficientFairPoorPoor13400
May 199023.9Structurally deficientFairPoorPoor13400