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KINGS HIGHWAY over NYCTA SEA BEACH

Map 

Coordinates:
+40.60523, -73.98056
40°36'19" N, 73°58'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KINGS HIGHWAY over NYCTA SEA BEACH
Structure number:000000002243770
Location:IN BENSONHURST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:16°
Owner:Other Local Agencies [25]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
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:9,368 [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:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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:95.6 tons [86.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,832,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201592.6Functionally obsoleteExcellentExcellentExcellent9368
June 201392.7Functionally obsoleteExcellentExcellentExcellent8748
September 201192.7Functionally obsoleteExcellentExcellentExcellent8748
October 200992.7Not deficientExcellentExcellentExcellent8851
October 200792.7Not deficientExcellentExcellentExcellent8748
August 200592.7Not deficientExcellentExcellentExcellent8748
October 200392.7Not deficientExcellentExcellentExcellent8748
November 200183.0Not deficientExcellentExcellentGood121262
March 200069.0Structurally deficient-PoorPoor9852
October 199969.0Structurally deficient-FairPoor9852
April 199851.1Structurally deficient-PoorSerious9852
November 199751.1Structurally deficient-PoorSerious9852
July 199651.1Structurally deficient-PoorSerious9852
December 199551.5Structurally deficient-PoorSerious8000
August 199451.5Structurally deficient-PoorSerious8000
June 199349.4Structurally deficient-PoorPoor8000
July 199249.4Structurally deficient-PoorPoor8000
October 199149.4Structurally deficient-PoorPoor8000