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15TH AVENUE over NYCTA SEA BEACH L

Map 

Coordinates:
+40.62440, -73.99601
40°37'28" N, 73°59'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:15TH AVENUE over NYCTA SEA BEACH L
Structure number:000000002243670
Location:AT NEW UTRECHT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:27.9 ft. [8.5 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:122.1 ft. [37.2 m]
Vertical clearance below bridge:12.8 ft. [3.9 m]
Skew angle:24°
Owner:Other Local Agencies [25]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:4,865 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 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:83.2 tons [75.6 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,552,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201593.8Functionally obsoleteVery GoodExcellentVery Good4865
June 201393.7Functionally obsoleteVery GoodVery GoodExcellent5815
June 201193.7Not deficientVery GoodExcellentExcellent5815
September 200993.7Not deficientVery GoodExcellentExcellent5815
September 200736.0Not deficientVery GoodExcellentExcellent5815
September 200574.6Functionally obsoleteVery GoodExcellentExcellent5815
March 200563.6Functionally obsolete-FairFair5815
July 200263.6Functionally obsolete-FairFair5815
November 200167.6Functionally obsolete-FairFair5815
May 200051.4Structurally deficient-PoorFair5815
September 199951.4Structurally deficient-PoorFair5815
May 199851.4Structurally deficientGoodPoorFair5815
October 199751.4Structurally deficient-PoorPoor5815
September 199650.8Structurally deficient-PoorPoor5815
December 199551.0Structurally deficient-PoorPoor5900
July 199451.0Structurally deficient-PoorPoor5900
June 199351.0Structurally deficient-PoorPoor5900
April 199251.0Structurally deficient-PoorPoor5900
June 199035.3Structurally deficient-SeriousPoor5900