HR2 & 4 over HR11 (Under HR7, HR8 and


+40.84795, -73.94337
40°50'53" N, 73°56'36" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HR2 & 4 over HR11 (Under HR7, HR8 and
Structure number:00000000552254B
Location:800 FT S OF GEO WASHTN BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.7 ft. [36.8 m]
Total length:629.0 ft. [191.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:69.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$24,745,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairFair-69.2
August 2015FairFairFairFair850061.6
August 2013FairFairFairFair850061.5
August 2011FairFairFairSatisfactory850061.5
August 2009FairFairFairSatisfactory850061.5
August 2007FairFairFairSatisfactory850061.5
August 2005FairFairFairSatisfactory850061.5
September 2003FairSatisfactorySatisfactorySatisfactory850073.7
August 2001FairSatisfactorySatisfactorySatisfactory850073.4
September 1999FairSatisfactorySatisfactorySatisfactory850073.4
September 1997FairFairFairFair850061.3
September 1995PoorPoorPoorPoor850045.1
October 1993PoorPoorPoorPoor850045.1
July 1991PoorPoorFairPoor850047.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.6000550500
Prestressed Concrete Girder/Beamlinear ft.1,24201,221210
Reinforced Concrete Decksq. ft.21,231021,141900
Wearing Surfacessq. ft.17,332017,33200
Reinforced Concrete Floor Beamlinear ft.6120580320
Reinforced Concrete Columneach1801350
Reinforced Concrete Abutmentlinear ft.3403400
Reinforced Concrete Pile Cap/Footinglinear ft.180018000
Strip Seal Jointlinear ft.340034000
Movable Bearingeach1801710
Steel Protective Coatingsq. ft.3603402
Fixed Bearingeach2001820
Steel Protective Coatingsq. ft.4004000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,25401,25220
Steel Protective Coatingsq. ft.4,26604,26600
Reinforced Concrete Bridge Raillinear ft.1,88101,88100
Reinforced Concrete Slabsq. ft.2740244300
Wearing Surfacessq. ft.224022400