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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 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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201656.8FairSatisfactoryGoodFairFO13223
April 201470.1FairSatisfactoryGoodSatisfactoryFO15407
April 201270.1FairSatisfactoryVery GoodSatisfactoryFO15400
April 201070.5FairSatisfactoryVery GoodSatisfactoryFO9193
April 200870.5FairSatisfactoryVery GoodSatisfactoryFO9193
March 200670.4FairSatisfactoryVery GoodSatisfactoryFO11164
March 200470.4FairSatisfactoryVery GoodSatisfactoryFO11164
May 200268.9FairSatisfactoryVery GoodSatisfactoryFO18401
March 200068.9FairSatisfactorySatisfactorySatisfactoryFO18401
April 199868.9FairSatisfactorySatisfactorySatisfactoryFO18401
May 199659.1FairFairFairFairFO18401
March 199448.1PoorFairPoorPoorSD16200
February 199246.0PoorPoorPoorPoorSD16200
January 199048.1PoorFairPoorPoorSD16200