FOCH BLVD over RTE I678, RTE I678, JFK


+40.67770, -73.80314
40°40'40" N, 73°48'11" 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:50.2 ft. [15.3 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:14.8 ft. [4.5 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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:7,968 [as of 2010]
Truck traffic:5% 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]
Operating rating:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,411,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201575.5Functionally obsoleteVery GoodVery GoodVery Good7968
May 201375.5Functionally obsoleteVery GoodExcellentVery Good7968
June 201175.5Not deficientVery GoodExcellentVery Good8000
June 200975.3Not deficientExcellentExcellentExcellent10891
June 200775.3Not deficientExcellentExcellentExcellent10635
May 200570.7Functionally obsoleteExcellentExcellentExcellent7002
May 200370.7Functionally obsoleteExcellentExcellentExcellent7002
March 200370.7Functionally obsoleteSatisfactorySatisfactorySatisfactory7002
April 200069.7Functionally obsoleteSatisfactorySatisfactorySatisfactory7002
May 199868.7Functionally obsoleteFairSatisfactorySatisfactory7002
May 199648.5Functionally obsoleteFairFairFair7002
April 199436.6Structurally deficientPoorFairPoor4400
June 199236.6Structurally deficientPoorFairPoor4400
September 199051.1Structurally deficientPoorFairFair4400