FOCH BLVD over RTE I678, RTE I678, JFK


+40.67765, -73.80332
40°40'40" N, 73°48'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FOCH BLVD over RTE I678, RTE I678, JFK
Structure number:000000001055640
Location:2.4 MI SE JCT I678 & SH 2
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:65.0 ft. [19.8 m]
Total length:133.9 ft. [40.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Vertical clearance above deck:20.3 ft. [6.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,784 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:75.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,562,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodVery Good778475.5
May 2015GoodVery GoodVery GoodVery Good796875.5
May 2013GoodVery GoodExcellentVery Good796875.5
June 2011GoodVery GoodExcellentVery Good800075.5
June 2009GoodExcellentExcellentExcellent1089175.3
June 2007GoodExcellentExcellentExcellent1063575.3
May 2005GoodExcellentExcellentExcellent700270.7
May 2003GoodExcellentExcellentExcellent700270.7
March 2003FairSatisfactorySatisfactorySatisfactory700270.7
April 2000FairSatisfactorySatisfactorySatisfactory700269.7
May 1998FairFairSatisfactorySatisfactory700268.7
May 1996FairFairFairFair700248.5
April 1994PoorPoorFairPoor440036.6
June 1992PoorPoorFairPoor440036.6
September 1990PoorPoorFairFair440051.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,4301,28814200
Steel Protective Coatingsq. ft.13,34211,3421,3346660
Reinforced Concrete Decksq. ft.10,9989,9001,09800
Wearing Surfacessq. ft.6,5005,52697400
Reinforced Concrete Pier Walllinear ft.8173800
Reinforced Concrete Abutmentlinear ft.1701541600
Compression Jointlinear ft.17035221130
Elastomeric Bearingeach3332100
Steel Protective Coatingsq. ft.3302760
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2602481200