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LINDEN BLVD over RTE I678, RTE I678, JFK

Map

Coordinates:
+40.68291, -73.80586
40°40'58" N, 73°48'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LINDEN BLVD over RTE I678, RTE I678, JFK
Structure number:000000001055650
Location:JCT VAN WYCK & LINDEN BLV
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:1995
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,223 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:56.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,556,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryGoodFair1322356.8
April 2014FairSatisfactoryGoodSatisfactory1540770.1
April 2012FairSatisfactoryVery GoodSatisfactory1540070.1
April 2010FairSatisfactoryVery GoodSatisfactory919370.5
April 2008FairSatisfactoryVery GoodSatisfactory919370.5
March 2006FairSatisfactoryVery GoodSatisfactory1116470.4
March 2004FairSatisfactoryVery GoodSatisfactory1116470.4
May 2002FairSatisfactoryVery GoodSatisfactory1840168.9
March 2000FairSatisfactorySatisfactorySatisfactory1840168.9
April 1998FairSatisfactorySatisfactorySatisfactory1840168.9
May 1996FairFairFairFair1840159.1
March 1994PoorFairPoorPoor1620048.1
February 1992PoorPoorPoorPoor1620046.0
January 1990PoorFairPoorPoor1620048.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1661,00016510
Steel Protective Coatingsq. ft.10,296010,29600
Deck
Reinforced Concrete Decksq. ft.8,8903,8703,6901,3300
Wearing Surfacessq. ft.5,3004,60070000
Substructure
Reinforced Concrete Pier Walllinear ft.81039420
Reinforced Concrete Abutmentlinear ft.17040110200
Joints
Compression Jointlinear ft.170017000
Bearings
Elastomeric Bearingeach2222000
Steel Protective Coatingsq. ft.2215700
Fixed Bearingeach1111000
Steel Protective Coatingsq. ft.22111100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2121961150
Steel Protective Coatingsq. ft.1,19001,19000