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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:14.1 ft. [4.3 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 2014 

Status:Open, no restriction [A]
Average daily traffic:15,407 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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: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]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$94,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201470.1Functionally obsoleteSatisfactoryGoodSatisfactory15407
April 201270.1Functionally obsoleteSatisfactoryVery GoodSatisfactory15400
April 201070.5Functionally obsoleteSatisfactoryVery GoodSatisfactory9193
April 200870.5Functionally obsoleteSatisfactoryVery GoodSatisfactory9193
March 200670.4Functionally obsoleteSatisfactoryVery GoodSatisfactory11164
March 200470.4Functionally obsoleteSatisfactoryVery GoodSatisfactory11164
May 200268.9Functionally obsoleteSatisfactoryVery GoodSatisfactory18401
March 200068.9Functionally obsoleteSatisfactorySatisfactorySatisfactory18401
April 199868.9Functionally obsoleteSatisfactorySatisfactorySatisfactory18401
May 199659.1Functionally obsoleteFairFairFair18401
March 199448.1Structurally deficientFairPoorPoor16200
February 199246.0Structurally deficientPoorPoorPoor16200
January 199048.1Structurally deficientFairPoorPoor16200