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TO PARK ROW over ROSE STREET

Map

Coordinates:
+40.71144, -74.00302
40°42'41" N, 74°00'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TO PARK ROW over ROSE STREET
Structure number:00000000224001G
Location:BROOKLYN BR OVER EAST RVR
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:107.9 ft. [32.9 m]
Total length:613.9 ft. [187.1 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,471,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairVery GoodFairSatisfactory-88.0
September 2016FairGoodFairFair-88.0
July 2015FairGoodFairFair-83.0
April 2014FairGoodFairFair3597580.9
July 2013FairGoodFairFair3597579.6
March 2012FairGoodFairFair3597579.6
July 2011FairGoodSatisfactorySatisfactory3597590.9
May 2010FairGoodSatisfactorySatisfactory3597590.9
June 2009FairGoodSatisfactorySatisfactory3597590.9
May 2007FairGoodSatisfactorySatisfactory3597590.9
May 2005FairGoodSatisfactorySatisfactory3597590.9
May 2003FairGoodSatisfactorySatisfactory3597590.9
July 2001FairGoodSatisfactorySatisfactory3597568.4
June 1999FairGoodSatisfactorySatisfactory3597568.4
May 1997FairGoodFairSatisfactory3597557.9
March 1996PoorFairPoorPoor3597535.2
May 1995PoorFairPoorPoor1000042.6
March 1994PoorSatisfactoryPoorFair1000043.7
April 1993PoorSatisfactoryPoorFair1000043.7
August 1991FairVery GoodFairFair1000059.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,5313,5015250
Steel Protective Coatingsq. ft.30,10730,107000
Deck
Reinforced Concrete Decksq. ft.16,37016,3046600
Wearing Surfacessq. ft.13,41813,30801100
Substructure
Steel Columneach77000
Steel Protective Coatingsq. ft.6,5186,518000
Reinforced Concrete Abutmentlinear ft.2929000
Steel Pier Caplinear ft.16813220160
Steel Protective Coatingsq. ft.2,1842,184000
Joints
Compression Jointlinear ft.2157580600
Bearings
Elastomeric Bearingeach1616000
Steel Protective Coatingsq. ft.3232000
Movable Bearingeach81070
Steel Protective Coatingsq. ft.1616000
Fixed Bearingeach3332010
Steel Protective Coatingsq. ft.6564010
Pot Bearingeach88000
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2261,226000