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VIT OVERPASS over LOCAL STREET

Map 

Coordinates:
+40.64677, -73.78292
40°38'48" N, 73°46'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VIT OVERPASS over LOCAL STREET
Structure number:000000005524320
Location:JFK INTERNATIONAL AIRPORT
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:59.7 ft. [18.2 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:10.2 ft. [3.1 m]
Skew angle:13°
Owner:Local Toll Authority [32]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 1994]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:94.2 tons [85.6 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$230,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201495.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17500
September 201295.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17500
September 201095.0Functionally obsoleteSatisfactoryGoodGood17500
September 200895.0Functionally obsoleteSatisfactoryGoodGood17500
August 200695.0Functionally obsoleteSatisfactoryGoodGood17500
September 200495.0Functionally obsoleteGoodSatisfactoryGood17500
September 200294.0Functionally obsoleteGoodGoodGood17500
July 200095.0Functionally obsoleteVery GoodGoodGood17500
July 199895.0Not deficientVery GoodVery GoodVery Good17500
August 199696.0Not deficientVery GoodSatisfactoryVery Good17500
July 199496.0Not deficientVery GoodSatisfactoryVery Good17500