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HOV OVERPASS over VAN WYCK EXPWAY

Map 

Coordinates:
+40.64456, -73.79659
40°38'40" N, 73°47'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOV OVERPASS over VAN WYCK EXPWAY
Structure number:000000005524590
Location:JFK INTERNATIONAL AIRPORT
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:87.9 ft. [26.8 m]
Total length:323.8 ft. [98.7 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:16°
Owner:Local Toll Authority [32]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel continuous [4]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 1996]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.2 tons [86.5 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,232,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201490.0Functionally obsoleteGoodGoodGood1500
June 201290.0Functionally obsoleteGoodGoodGood1500
July 201090.0Functionally obsoleteGoodGoodGood1500
May 200890.0Functionally obsoleteGoodGoodGood1500
May 200690.0Functionally obsoleteGoodVery GoodGood1500
June 200490.0Not deficientGoodVery GoodGood1500
August 200292.0Not deficientVery GoodVery GoodVery Good1500
July 200092.0Not deficientVery GoodVery GoodVery Good1500
July 199892.0Not deficientVery GoodVery GoodVery Good1500
August 199693.0Not deficientVery GoodVery GoodSatisfactory1500