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86TH STREET over NYCTA SEA BEACH

Map 

Coordinates:
+40.59244, -73.97814
40°35'33" N, 73°58'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:86TH STREET over NYCTA SEA BEACH
Structure number:000000002243570
Location:AT BENSONHURST
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:120.7 ft. [36.8 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:95.8 ft. [29.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:47°
Owner:Other Local Agencies [25]
Year built:1995
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,095 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Inventory rating:74.8 tons [68.0 metric tons]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,848,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.0GoodExcellentExcellentGoodFO13095
June 201490.9GoodExcellentExcellentGoodFO13845
August 201272.3GoodExcellentExcellentGoodFO13845
January 201173.0GoodExcellentExcellentGoodFO10548
September 200872.3GoodExcellentExcellentGoodFO14009
July 200672.3GoodExcellentExcellentGoodFO13845
August 200472.3GoodExcellentExcellentGoodFO13845
July 200272.2GoodExcellentExcellentVery Good-14556
March 200076.4GoodExcellentExcellentVery Good-14556
April 199876.4GoodExcellentExcellentExcellent-14556
April 199646.2Poor-PoorPoorSD14006
August 199447.3Poor-PoorPoorSD10200
July 199347.3Poor-PoorPoorSD10200
July 199247.3Poor-PoorPoorSD10200
October 199127.0Poor-PoorSeriousSD10200