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16TH AVENUE over NYCTA SEA BEACH L

Map 

Coordinates:
+40.62289, -73.99400
40°37'22" N, 73°59'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:16TH AVENUE over NYCTA SEA BEACH L
Structure number:000000002243680
Location:AT NEW UTRECHT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:53.8 ft. [16.4 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Other Local Agencies [25]
Year built:1914
Year reconstructed:1989
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,507 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:82.8 tons [75.3 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,064,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201693.7GoodVery GoodVery GoodGoodFO5507
June 201493.8GoodVery GoodVery GoodGoodFO3798
August 201274.8GoodExcellentVery GoodGoodFO3798
February 201174.6GoodExcellentExcellentGoodFO6444
November 200874.6GoodGoodGoodGoodFO6444
August 200674.8GoodGoodGoodGoodFO3798
September 200474.8GoodExcellentGoodGoodFO3798
July 200274.8GoodVery GoodVery GoodGoodFO3798
April 200078.8GoodVery GoodVery GoodGoodFO3798
May 199877.8FairFairGoodSatisfactoryFO3798
March 199650.6Poor-SatisfactoryPoorSD6700
June 199450.9Poor-SatisfactoryPoorSD6700
March 199259.6Fair-Very GoodFairFO6700
January 199054.5FairVery GoodVery GoodFairFO6700