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EAST THIRD STREET over N Y & ATLANTIC/LI

Map 

Coordinates:
+40.62759, -73.97441
40°37'39" N, 73°58'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST THIRD STREET over N Y & ATLANTIC/LI
Structure number:000000002243420
Location:AT KENSINGTON
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:32.5 ft. [9.9 m]
Total length:36.7 ft. [11.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1906
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:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,035,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201594.0Functionally obsoleteExcellentExcellentVery Good-
August 201394.0Functionally obsoleteExcellentExcellentVery Good962
September 201193.0Not deficientExcellentExcellentVery Good962
September 200993.0Not deficientExcellentExcellentVery Good962
November 200793.0Not deficientExcellentExcellentVery Good962
June 200593.0Functionally obsoleteExcellentExcellentVery Good962
August 200393.0Functionally obsoleteSatisfactorySatisfactorySatisfactory962
September 200197.0Not deficientSatisfactorySatisfactorySatisfactory962
October 199995.7Not deficientSatisfactorySatisfactorySatisfactory962
November 199777.3Not deficientSatisfactorySatisfactoryFair962
August 199566.7Structurally deficientFairPoorPoor500
October 199363.7Structurally deficientFairPoorPoor500
October 199163.7Structurally deficientFairPoorPoor500