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FROM JFK EXPRWY over NASSAU EP EB

Map 

Coordinates:
+40.66510, -73.78791
40°39'54" N, 73°47'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FROM JFK EXPRWY over NASSAU EP EB
Structure number:000000001073070
Location:JCT.NASSAU + JFK EXPRWYS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:78.7 ft. [24.0 m]
Total length:144.7 ft. [44.1 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
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]
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:10,000 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.8 tons [95.3 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$105,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201593.5Functionally obsoleteVery GoodGoodVery Good10000
May 201393.5Functionally obsoleteVery GoodVery GoodVery Good10000
May 201193.5Functionally obsoleteVery GoodVery GoodVery Good10000
April 200993.5Functionally obsoleteVery GoodVery GoodVery Good10000
May 200793.5Functionally obsoleteVery GoodVery GoodVery Good10000
April 200593.5Functionally obsoleteVery GoodVery GoodVery Good10000
April 200393.5Functionally obsoleteVery GoodVery GoodVery Good10000
May 200195.5Functionally obsoleteVery GoodVery GoodVery Good10000
March 199995.5Functionally obsoleteVery GoodVery GoodVery Good10000
May 199797.5Not deficientVery GoodVery GoodGood10000
June 199597.2Not deficientVery GoodVery GoodVery Good10000
May 199397.2Not deficientVery GoodVery GoodSatisfactory10000
March 199197.2Not deficientVery GoodVery GoodVery Good10000