Share:

STILLWELL AVENUE over CONEY ISLND CREEK

Map

Coordinates:
+40.58219, -73.98247
40°34'56" N, 73°58'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STILLWELL AVENUE over CONEY ISLND CREEK
Structure number:000000002240540
Location:AT CONEY ISLAND
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:125.0 ft. [38.1 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,473 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:72.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,201,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodVery GoodVery GoodGood847372.3
May 2015GoodVery GoodVery GoodGood682674.0
June 2013GoodExcellentExcellentVery Good991874.0
May 2011GoodVery GoodVery GoodVery Good991880.0
June 2009GoodVery GoodVery GoodVery Good1029380.0
June 2007GoodVery GoodVery GoodVery Good991880.0
June 2005GoodVery GoodVery GoodVery Good991880.0
June 2003GoodVery GoodVery GoodVery Good991880.0
June 2001GoodVery GoodVery GoodVery Good919080.0
September 1999GoodGoodVery GoodVery Good904480.0
October 1997GoodGoodGoodGood858780.0
July 1995FairSatisfactoryVery GoodSatisfactory886880.0
September 1993FairVery GoodVery GoodSatisfactory9600081.0
August 1991FairVery GoodVery GoodSatisfactory9600080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,2502,250000
Steel Protective Coatingsq. ft.24,468023,2441,2240
Deck
Reinforced Concrete Decksq. ft.17,00017,000000
Wearing Surfacessq. ft.12,188012,18800
Substructure
Reinforced Concrete Pier Walllinear ft.9696000
Reinforced Concrete Abutmentlinear ft.192192000
Joints
Compression Jointlinear ft.192001920
Bearings
Elastomeric Bearingeach2727000
Steel Protective Coatingsq. ft.8181000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.502502000
Steel Protective Coatingsq. ft.2,68202,68200