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CROPSEY AVENUE SB over CONEY ISLAND CREE

Map

Coordinates:
+40.58133, -73.98571
40°34'53" N, 73°59'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CROPSEY AVENUE SB over CONEY ISLAND CREE
Structure number:000000002240301
Location:IN CONEY ISLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:154.9 ft. [47.2 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1995
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: 2071

Good/Fair/Poor Condition:Fair
Average daily traffic:16,587 [as of 2016]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Sufficiency rating:633.0
Estimated cost of work:$500,976,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2071Fair5 out of 1016587633.0
July 2017FairN out of 101658763.3
June 2015FairN out of 101568461.7
July 2013FairN out of 101568463.5
June 2011FairN out of 101737774.8
July 2009FairN out of 101754974.7
October 2008FairN out of 101754974.7
September 2007FairN out of 101551575.1
August 2005FairN out of 101737773.8
July 2003FairN out of 101737773.8
June 2001FairN out of 103199964.9
October 1999FairN out of 102961665.4
October 1997FairN out of 101638557.3
July 1995PoorN out of 101638546.4
March 1995PoorN out of 101638519.7
March 1994PoorN out of 101638519.7
June 1992PoorN out of 101638519.7
July 1991PoorN out of 101638519.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3760361150
Steel Protective Coatingsq. ft.8,45008,45000
Steel Stringerlinear ft.1,78501,78500
Steel Protective Coatingsq. ft.8,34008,34000
Steel Floor Beamlinear ft.67705271500
Steel Protective Coatingsq. ft.6,31706,31700
Substructure
Steel Columneach100820
Steel Protective Coatingsq. ft.756075600
Reinforced Concrete Pier Walllinear ft.4704700
Reinforced Concrete Abutmentlinear ft.4704700
Deck
Concrete Filled Grid Decksq. ft.8,97608,97600
Wearing Surfacessq. ft.7,6687,165490130
Joints
Compression Jointlinear ft.144014400
Bearings
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.1601600
Other Bearingeach30120
Steel Protective Coatingsq. ft.1601600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.509050900
Steel Protective Coatingsq. ft.4,88004,88000
Reinforced Concrete Bridge Raillinear ft.551055100