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JFK EXPRESSWAY over 150TH AVENUE

Map 

Coordinates:
+40.66138, -73.79152
40°39'41" N, 73°47'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JFK EXPRESSWAY over 150TH AVENUE
Structure number:000000001073030
Location:JCT JFK EXPWY & 150TH AVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:74.8 ft. [22.8 m]
Total length:76.8 ft. [23.4 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:98.1 ft. [29.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:
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: June 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:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$790,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201595.0Not deficientGoodGoodSatisfactory957
July 201395.0Not deficientVery GoodVery GoodGood957
August 201192.6Not deficientVery GoodVery GoodGood49000
August 200992.6Not deficientVery GoodVery GoodGood49000
September 200792.6Not deficientVery GoodVery GoodVery Good49000
August 200592.6Not deficientVery GoodVery GoodVery Good49000
June 200392.6Not deficientVery GoodVery GoodVery Good49000
June 200177.0Functionally obsoleteVery GoodVery GoodVery Good49000
March 199977.0Functionally obsoleteVery GoodVery GoodVery Good49000
May 199777.0Functionally obsoleteVery GoodVery GoodVery Good49000
June 199575.3Not deficientVery GoodVery GoodVery Good49000
May 199376.3Not deficientVery GoodVery GoodVery Good49000
March 199196.3Not deficientVery GoodVery GoodVery Good49000