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RTE I495 over LITTLE NECK PKWY

Map 

Coordinates:
+40.76423, -73.72416
40°45'51" N, 73°43'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I495 over LITTLE NECK PKWY
Structure number:000000001055419
Location:1.3 MI NE 495+CRS ISL PKY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.7 ft. [25.2 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:126.0 ft. [38.4 m]
Deck width edge-to-edge:131.9 ft. [40.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1957
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]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:181,193 [as of 2011]
Truck traffic:18% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:98.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,568,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201598.0Not deficientVery GoodExcellentVery Good181193
June 201398.0Not deficientVery GoodExcellentVery Good181193
June 201198.0Not deficientVery GoodExcellentVery Good179900
July 200998.0Not deficientExcellentExcellentVery Good153731
July 200798.0Not deficientExcellentExcellentVery Good142493
June 200598.0Not deficientExcellentExcellentVery Good127394
April 200396.0Not deficientExcellentExcellentVery Good127394
March 200395.0Not deficientFairVery GoodGood147920
February 200095.0Not deficientFairVery GoodGood147920
March 199884.0Not deficientFairGoodFair136596
March 199641.0Structurally deficientPoorSatisfactoryPoor151937
February 199456.0Functionally obsoleteFairSatisfactoryFair145200
January 199241.0Structurally deficientFairSatisfactoryPoor157430
February 199056.0Functionally obsoleteFairSatisfactoryFair176237