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KENNEDY STREET over LONG ISLAND-PRT W

Map 

Coordinates:
+40.76271, -73.77546
40°45'46" N, 73°46'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KENNEDY STREET over LONG ISLAND-PRT W
Structure number:000000002247130
Location:IN BAYSIDE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:50.5 ft. [15.4 m]
Deck width edge-to-edge:72.2 ft. [22.0 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1928
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Inventory rating:70.8 tons [64.4 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:$262,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201595.0Functionally obsoleteVery GoodExcellentGood-
September 201394.6Functionally obsoleteVery GoodExcellentGood7412
November 201194.6Functionally obsoleteVery GoodExcellentGood7412
October 200994.6Functionally obsoleteVery GoodExcellentGood7412
October 200794.6Functionally obsoleteVery GoodExcellentGood7412
July 200594.6Functionally obsoleteVery GoodExcellentGood7412
June 200394.6Functionally obsoleteExcellentExcellentGood7412
October 200198.7Not deficientExcellentExcellentGood7308
May 199998.7Not deficientExcellentExcellentGood7308
August 199797.8Not deficientVery GoodVery GoodSatisfactory4900
September 199597.6Not deficientVery GoodVery GoodSatisfactory4900
November 199383.5Not deficientVery GoodVery GoodSatisfactory4900
November 199134.5Structurally deficientPoorPoorPoor4900