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SERVICE RD NO 1 over VAN WYCK EXPWY

Map 

Coordinates:
+40.64475, -73.79686
40°38'41" N, 73°47'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SERVICE RD NO 1 over VAN WYCK EXPWY
Structure number:000000005522110
Location:AT KENNEDY INT:L AIRPORT
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:64.0 ft. [19.5 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:
Owner:Local Toll Authority [32]
Year built:1958
Year reconstructed:1996
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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:4,000 [as of 1992]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:95.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$257,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4000
June 201295.8Functionally obsoleteSatisfactorySatisfactorySatisfactory4000
June 201095.8Functionally obsoleteGoodSatisfactorySatisfactory4000
May 200895.8Functionally obsoleteGoodSatisfactorySatisfactory4000
May 200695.8Functionally obsoleteGoodGoodSatisfactory4000
June 200495.8Not deficientGoodGoodSatisfactory4000
August 200294.8Not deficientGoodGoodGood4000
July 200094.8Not deficientGoodGoodGood4000
July 199894.8Not deficientVery GoodVery GoodVery Good4000
August 199694.6Not deficientVery GoodVery GoodVery Good4000
August 199465.5Structurally deficientSatisfactoryFairPoor4000
July 199265.5Structurally deficientSatisfactoryPoorPoor4000
June 199049.1Structurally deficientFairPoorPoor4000