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HUNTERS POINT AVE over DUTCH KILLS CREEK

Map

Coordinates:
+40.74091, -73.94084
40°44'27" N, 73°56'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HUNTERS POINT AVE over DUTCH KILLS CREEK
Structure number:000000002240450
Location:AT HUNTERS POINT
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:78.7 ft. [24.0 m]
Total length:233.9 ft. [71.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1910
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,605 [as of 2011]
Truck traffic:7% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,889,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodVery GoodGood860581.4
May 2014GoodGoodVery GoodGood857781.3
July 2012GoodGoodVery GoodGood860081.2
July 2010GoodGoodVery GoodGood244383.3
July 2008GoodGoodVery GoodGood244383.3
July 2006GoodGoodGoodGood682281.5
May 2004GoodGoodGoodGood244383.3
May 2002GoodGoodVery GoodGood697586.5
March 2000GoodGoodGoodGood684786.5
May 1998GoodGoodGoodGood583786.7
June 1996PoorFairSatisfactoryPoor770359.6
May 1994PoorPoorSatisfactoryPoor404457.3
July 1992PoorPoorSatisfactoryFair404473.6
September 1990FairFairVery GoodSatisfactory404486.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1361,136000
Steel Protective Coatingsq. ft.11,47510,90157400
Steel Stringerlinear ft.840840000
Steel Protective Coatingsq. ft.2,4502,20524500
Deck
Reinforced Concrete Decksq. ft.7,0727,072000
Wearing Surfacessq. ft.5,1685,00816000
Superstructure
Steel Floor Beamlinear ft.364364000
Steel Protective Coatingsq. ft.3,2243,06815600
Substructure
Reinforced Concrete Pier Walllinear ft.150150000
Reinforced Concrete Abutmentlinear ft.100100000
Deck
Open Grid Decksq. ft.3,6403,27636400
Steel Protective Coatingsq. ft.2,6601,99566500
Concrete Filled Grid Decksq. ft.1,1441,03011400
Steel Protective Coatingsq. ft.8367528400
Joints
Compression Jointlinear ft.104001040
Open Jointlinear ft.104104000
Bearings
Movable Bearingeach2120010
Steel Protective Coatingsq. ft.2118300
Fixed Bearingeach1413100
Steel Protective Coatingsq. ft.1411300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.335335000
Steel Protective Coatingsq. ft.2,0411,41362800