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HR 8 over HR 2, PEDESTRIAN WALKWY

Map

Coordinates:
+40.84854, -73.94293
40°50'55" N, 73°56'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HR 8 over HR 2, PEDESTRIAN WALKWY
Structure number:000000005522541
Location:800 FT SO OF GWB
Purpose:Carries highway and pedestrian walkway over pedestrian/bicycle trail
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:74.8 ft. [22.8 m]
Total length:676.9 ft. [206.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance above deck:15.4 ft. [4.7 m]
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:11
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$15,748,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactoryFairFair-80.0
July 2015FairSatisfactoryFairFair-68.3
July 2013FairSatisfactoryFairFair1827837.9
July 2011FairSatisfactoryFairFair1827841.9
June 2009FairSatisfactorySatisfactorySatisfactory1827867.3
May 2007FairSatisfactorySatisfactorySatisfactory1827867.3
June 2005FairSatisfactorySatisfactorySatisfactory1827867.3
July 2003FairSatisfactorySatisfactorySatisfactory1827867.3
August 2001FairSatisfactorySatisfactorySatisfactory1827866.1
September 1999FairSatisfactorySatisfactorySatisfactory1827866.1
September 1997FairSatisfactoryFairFair1950060.4
October 1995PoorPoorPoorPoor1950038.0
October 1993PoorPoorPoorPoor1950038.0
July 1991PoorFairPoorPoor1950046.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,25401,0971570
Deck
Reinforced Concrete Decksq. ft.22,798022,5022960
Wearing Surfacessq. ft.15,768015,76800
Substructure
Reinforced Concrete Columneach2008120
Reinforced Concrete Pier Walllinear ft.3500350
Reinforced Concrete Pier Caplinear ft.3500035
Joints
Strip Seal Jointlinear ft.42001053150
Bearings
Movable Bearingeach2001460
Steel Protective Coatingsq. ft.4003604
Fixed Bearingeach2202200
Steel Protective Coatingsq. ft.4404400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,31401,30680
Steel Protective Coatingsq. ft.3,48503,48500
Reinforced Concrete Bridge Raillinear ft.1,31401,289250