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JFK EXPRESSWAY over NASSAU EXPRESSWAY

Map 

Coordinates:
+40.66419, -73.78995
40°39'51" N, 73°47'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JFK EXPRESSWAY over NASSAU EXPRESSWAY
Structure number:000000001073040
Location:JCT NASSAU + JFK EXPRWYS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:105.0 ft. [32.0 m]
Total length:181.8 ft. [55.4 m]
Roadway width between curbs:84.6 ft. [25.8 m]
Deck width edge-to-edge:91.2 ft. [27.8 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1989
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: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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:53,707 [as of 1993]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:101.8 tons [92.5 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,827,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201593.4Functionally obsoleteGoodVery GoodGood53707
May 201393.4Functionally obsoleteGoodVery GoodGood53707
May 201193.4Functionally obsoleteGoodVery GoodVery Good53707
April 200993.4Functionally obsoleteGoodVery GoodVery Good53707
May 200793.4Functionally obsoleteGoodVery GoodVery Good53707
April 200593.4Functionally obsoleteGoodVery GoodVery Good53707
May 200392.4Functionally obsoleteGoodExcellentVery Good53707
June 200192.4Functionally obsoleteGoodExcellentVery Good53707
March 199992.4Functionally obsoleteGoodExcellentExcellent53707
June 199792.4Not deficientGoodExcellentExcellent53707
July 199590.8Not deficientSatisfactoryVery GoodSatisfactory53707
July 199390.8Not deficientVery GoodSatisfactorySatisfactory53707