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FROM JFK EXPRWY over FROM NASSAU EXPWY

Map 

Coordinates:
+40.66309, -73.78847
40°39'47" N, 73°47'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FROM JFK EXPRWY over FROM NASSAU EXPWY
Structure number:000000001073060
Location:JCT.NASSAU + JFK EXPRWYS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:112.9 ft. [34.4 m]
Total length:115.8 ft. [35.3 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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:957 [as of 2011]
Truck traffic:4% 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:Superior to present desirable criteria [9]
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:108.8 tons [98.9 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:96.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,350,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.0Functionally obsoleteGoodVery GoodGood957
May 201396.0Functionally obsoleteGoodVery GoodGood957
May 201195.7Functionally obsoleteGoodExcellentVery Good6000
April 200995.7Functionally obsoleteExcellentExcellentVery Good6000
May 200795.7Functionally obsoleteExcellentExcellentVery Good6000
April 200595.7Functionally obsoleteExcellentExcellentVery Good6000
April 200395.7Functionally obsoleteExcellentExcellentVery Good6000
April 200199.7Not deficientExcellentExcellentVery Good6000
January 199999.7Not deficientVery GoodExcellentVery Good6000
April 199799.7Not deficientGoodExcellentGood6000
June 199599.6Not deficientSatisfactoryVery GoodVery Good6000
May 199399.6Not deficientSatisfactoryVery GoodVery Good6000
March 199199.6Not deficientVery GoodVery GoodVery Good6000