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JFK EXPRESSWAY SB over RTE 907D, RTE 907D, SO.

Map

Coordinates:
+40.66524, -73.78902
40°39'55" N, 73°47'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:JFK EXPRESSWAY SB over RTE 907D, RTE 907D, SO.
Structure number:000000001073081
Location:0.7 MI E I678 & BELT PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:147.0 ft. [44.8 m]
Total length:987.9 ft. [301.1 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1992
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:8
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,872 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:93.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$30,959,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactoryGoodGood187293.9
March 2014GoodVery GoodVery GoodGood124793.9
April 2012GoodVery GoodExcellentGood4495691.7
April 2010GoodVery GoodExcellentGood4495691.7
April 2008GoodVery GoodExcellentGood4495691.7
February 2006GoodVery GoodExcellentGood4495691.7
February 2004GoodVery GoodExcellentGood4495691.7
April 2002GoodVery GoodExcellentGood4495694.8
February 2000GoodVery GoodVery GoodGood4495692.8
April 1998FairSatisfactoryGoodFair4495681.5
April 1996FairVery GoodVery GoodFair4495679.0
March 1994FairVery GoodVery GoodSatisfactory4495691.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,5695,6701,89900
Steel Protective Coatingsq. ft.90,82867,34523,48300
Deck
Reinforced Concrete Decksq. ft.54,53851,0693,46900
Wearing Surfacessq. ft.51,56946,4135,15600
Substructure
Reinforced Concrete Pier Walllinear ft.3593283100
Reinforced Concrete Abutmentlinear ft.24421814120
Reinforced Concrete Pier Caplinear ft.3743433100
Joints
Compression Jointlinear ft.32401801440
Assembly with Sealeach6100061
Bearings
Pot Bearingeach100158500
Steel Protective Coatingsq. ft.40001320268
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8751,7858802