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SERVICE RD NO 2 over VAN WYCK EXPWY, Service

Map 

Coordinates:
+40.64372, -73.79252
40°38'37" N, 73°47'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SERVICE RD NO 2 over VAN WYCK EXPWY, Service
Structure number:000000005522140
Location:AT KENNEDY INT:L AIRPORT
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:170.0 ft. [51.8 m]
Total length:297.9 ft. [90.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:Local Toll Authority [32]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 1992]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Operating rating:99.8 tons [90.7 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:76.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,033,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.7GoodExcellentExcellentExcellent-4000
August 201476.7GoodExcellentExcellentExcellent-4000
August 201376.7GoodExcellentExcellentExcellent-4000
August 201257.9FairFairFairSatisfactoryFO4000
August 201057.9FairFairFairSatisfactoryFO4000
September 200857.9FairFairFairSatisfactoryFO4000
August 200657.9FairFairFairSatisfactoryFO4000
September 200456.9FairFairFairSatisfactoryFO4000
August 200258.6FairFairFairSatisfactoryFO4000
July 200058.6FairFairFairSatisfactoryFO4000
July 199872.7FairSatisfactorySatisfactorySatisfactoryFO4000
August 199646.0PoorPoorPoorPoorSD4000
August 199479.6FairFairFairFairFO4000
July 199263.5PoorFairPoorFairSD4000
June 199059.2PoorPoorPoorPoorSD4000