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FROM JFK EXPRWY over FROM NASSAU EXPWY

Map 

Coordinates:
+40.66416, -73.78973
40°39'51" N, 73°47'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FROM JFK EXPRWY over FROM NASSAU EXPWY
Structure number:000000001073050
Location:JCT.NASSAU + JFK EXPRWYS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:120.7 ft. [36.8 m]
Total length:122.7 ft. [37.4 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:14.4 ft. [4.4 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:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 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:$136,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.0Functionally obsoleteVery GoodExcellentVery Good957
May 201396.0Functionally obsoleteVery GoodExcellentVery Good957
May 201195.2Functionally obsoleteVery GoodExcellentVery Good16000
April 200995.2Functionally obsoleteVery GoodExcellentVery Good16000
May 200795.2Functionally obsoleteVery GoodExcellentVery Good16000
April 200595.2Functionally obsoleteExcellentExcellentVery Good16000
April 200394.2Functionally obsoleteExcellentExcellentVery Good16000
April 200198.3Not deficientExcellentExcellentVery Good16000
January 199998.3Not deficientExcellentExcellentVery Good16000
April 199798.3Not deficientExcellentExcellentGood16000
June 199597.8Not deficientVery GoodVery GoodVery Good16000
May 199398.8Not deficientVery GoodVery GoodVery Good16000
March 199198.8Not deficientVery GoodVery GoodVery Good16000