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GREENPOINT AVENUE over RTE I495, RTE I495

Map 

Coordinates:
+40.73692, -73.93135
40°44'13" N, 73°55'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GREENPOINT AVENUE over RTE I495, RTE I495
Structure number:000000001065880
Location:.6 MI NW JCT I278 & I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:96.8 ft. [29.5 m]
Total length:189.0 ft. [57.6 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2002
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:18,112 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$18,971,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201575.8Functionally obsoleteVery GoodGoodGood18112
July 201375.8Functionally obsoleteVery GoodGoodGood18112
July 201176.0Functionally obsoleteExcellentGoodGood15690
August 200976.0Not deficientExcellentGoodGood16163
August 200775.0Not deficientExcellentGoodVery Good16163
August 200575.0Not deficientExcellentGoodVery Good15690
July 200375.0Not deficientExcellentExcellentVery Good15690
March 200377.0Functionally obsoleteSatisfactorySatisfactorySatisfactory16102
April 200077.0Functionally obsoleteSatisfactorySatisfactorySatisfactory16102
March 199849.3Structurally deficientSatisfactorySatisfactoryPoor16102
March 199648.3Structurally deficientFairFairPoor12171
February 199448.5Structurally deficientFairFairPoor14000
January 199248.5Structurally deficientFairFairPoor14000
March 199048.5Structurally deficientFairPoorPoor14000