Share:

SIXTH AVENUE over LONG ISLAND-ATL B

Map 

Coordinates:
+40.68259, -73.97386
40°40'57" N, 73°58'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SIXTH AVENUE over LONG ISLAND-ATL B
Structure number:000000002243280
Location:AT PARK SLOPE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:37.7 ft. [11.5 m]
Total length:197.8 ft. [60.3 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:9
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:2,361 [as of 1996]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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 corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$113,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201474.6Functionally obsoleteVery GoodVery GoodVery Good2361
September 201293.9Functionally obsoleteVery GoodVery GoodVery Good2361
December 201093.9Functionally obsoleteVery GoodVery GoodVery Good2361
November 200893.9Functionally obsoleteVery GoodVery GoodVery Good2361
November 200693.9Functionally obsoleteVery GoodVery GoodVery Good2361
November 200435.6Functionally obsoleteVery GoodVery GoodVery Good2361
June 200276.9Functionally obsoleteGoodVery GoodGood2361
October 200074.8Not deficientSatisfactoryGoodSatisfactory2361
November 199847.7Functionally obsoleteSatisfactorySatisfactoryFair2361
October 199628.5Structurally deficientPoorPoorPoor2361
September 199426.2Structurally deficientPoorPoorPoor8400
May 199228.6Structurally deficientFairPoorPoor8400
April 199051.2Structurally deficientFairFairPoor8400