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HIGHLAWN AVENUE over NYCTA SEA BEACH L

Map 

Coordinates:
+40.60331, -73.98019
40°36'12" N, 73°58'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HIGHLAWN AVENUE over NYCTA SEA BEACH L
Structure number:000000002243780
Location:IN BENSONHURST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:82.7 ft. [25.2 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Owner:Other Local Agencies [25]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:4,045 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:104.8 tons [95.3 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:$4,150,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.8Functionally obsoleteVery GoodVery GoodExcellent4045
August 201393.8Functionally obsoleteVery GoodVery GoodExcellent4572
September 201193.8Functionally obsoleteVery GoodVery GoodVery Good4660
October 200993.8Functionally obsoleteVery GoodVery GoodVery Good4660
October 200793.8Functionally obsoleteVery GoodVery GoodVery Good4660
September 200593.8Not deficientVery GoodVery GoodVery Good4660
October 200393.8Not deficientVery GoodVery GoodVery Good4660
November 200197.8Not deficientVery GoodVery GoodVery Good4766
October 199978.7Not deficientVery GoodVery GoodGood4766
November 199720.6Structurally deficient-Very GoodSatisfactory2500
March 199719.2Structurally deficient-Very GoodPoor2500
December 199519.7Structurally deficient-SeriousSerious2500
September 199419.7Structurally deficient-PoorSerious2500
July 199319.7Structurally deficient-PoorSerious2500
July 199219.7Structurally deficient-PoorSerious2500
October 199119.7Structurally deficient-PoorSerious2500