Share:

102ND STREET over HAWTREE BASIN

Map

Coordinates:
+40.65617, -73.83047
40°39'22" N, 73°49'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:102ND STREET over HAWTREE BASIN
Structure number:000000002248250
Location:102ND ST AT HOWARD BEACH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:26.9 ft. [8.2 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans 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: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,013 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:80.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,647,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodGood301380.0
July 2015GoodGoodVery GoodGood256880.0
July 2013GoodGoodVery GoodGood256879.0
August 2011GoodGoodExcellentGood256879.0
August 2009GoodGoodExcellentGood268179.0
July 2007GoodGoodExcellentVery Good256879.0
July 2005GoodVery GoodExcellentExcellent256879.0
July 2003GoodExcellentExcellentExcellent256879.0
July 2001GoodExcellentExcellentExcellent216979.0
September 1999GoodExcellentExcellentExcellent216979.0
December 1997GoodVery GoodVery GoodGood100085.7
March 1997PoorSeriousSeriousSerious100027.0
July 1995PoorSeriousSeriousSerious100027.0
June 1994PoorSeriousPoorSerious100027.0
July 1993PoorPoorPoorSerious100028.0
August 1992PoorPoorPoorSerious100028.0
August 1991PoorPoorPoorSerious100017.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.648648000
Steel Protective Coatingsq. ft.4,0834,083000
Deck
Reinforced Concrete Decksq. ft.4,6984,698000
Wearing Surfacessq. ft.3,2403,240000
Substructure
Reinforced Concrete Abutmentlinear ft.116116000
Steel Pileeach1616000
Bearings
Elastomeric Bearingeach3229300
Steel Protective Coatingsq. ft.3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.162162000
Steel Protective Coatingsq. ft.1,0771,077000