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PITKIN AVENUE over N Y & ATLANTIC/LI, NYCTA

Map

Coordinates:
+40.67091, -73.90241
40°40'15" N, 73°54'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PITKIN AVENUE over N Y & ATLANTIC/LI, NYCTA
Structure number:000000002243870
Location:AT EAST NEW YORK
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:44.6 ft. [13.6 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1915
Year reconstructed:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,441 [as of 2013]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:101.8 tons [92.5 metric tons]
Sufficiency rating:93.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,998,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201693.5GoodExcellentExcellentVery GoodFO9441
September 201493.6GoodExcellentExcellentVery GoodFO7957
September 201275.5GoodExcellentExcellentVery Good-7957
December 201075.5GoodExcellentExcellentVery Good-7957
October 200875.5GoodExcellentExcellentVery Good-8358
October 200675.5GoodExcellentExcellentVery Good-7957
November 200457.6FairFairSatisfactorySatisfactoryFO7957
July 200267.5FairFairSatisfactorySatisfactoryFO8538
November 200052.8FairFairSatisfactoryFairFO8538
November 199847.4FairFairSatisfactoryFairFO8538
November 199627.0PoorPoorPoorPoorSD8613
August 199527.8PoorPoorPoorPoorSD8613
September 199424.7PoorSeriousPoorPoorSD10100
July 199327.3PoorPoorPoorPoorSD10100
March 19922.0PoorPoorPoorSeriousSD10100
May 199025.3PoorPoorPoorPoorSD10100