RAMP HR 11 over RAMP HR 9, HR2+4


+40.84811, -73.94279
40°50'53" N, 73°56'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP HR 11 over RAMP HR 9, HR2+4
Structure number:000000005522520
Location:500 FT S OF GEO WASH BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:72.8 ft. [22.2 m]
Total length:525.0 ft. [160.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:17°
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:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 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:Satisfactory [6 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:71.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$11,624,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairSatisfactoryFair-71.0
May 2015FairFairSatisfactoryFair-73.3
May 2013FairFairSatisfactoryFair619161.7
May 2011FairFairSatisfactorySatisfactory619172.8
June 2009FairFairSatisfactorySatisfactory619172.8
June 2007FairSatisfactorySatisfactorySatisfactory619173.8
June 2005FairSatisfactorySatisfactorySatisfactory619175.6
August 2003FairSatisfactorySatisfactorySatisfactory619175.6
August 2001FairSatisfactorySatisfactorySatisfactory619175.6
August 1999FairSatisfactorySatisfactorySatisfactory619175.6
September 1997FairFairFairFair2736761.8
September 1995PoorPoorPoorPoor2736738.9
October 1993PoorPoorPoorPoor1600041.4
July 1991PoorFairPoorPoor1600046.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,60502,575300
Reinforced Concrete Decksq. ft.17,595011,9605,6350
Wearing Surfacessq. ft.12,312011,0161,2960
Reinforced Concrete Floor Beamlinear ft.61903802390
Reinforced Concrete Columneach1701340
Reinforced Concrete Abutmentlinear ft.3403400
Strip Seal Jointlinear ft.2550172380
Movable Bearingeach1701520
Steel Protective Coatingsq. ft.68057110
Fixed Bearingeach1901900
Steel Protective Coatingsq. ft.7607060
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,53801,505330
Steel Protective Coatingsq. ft.4,68804,68800
Reinforced Concrete Bridge Raillinear ft.1,01801,01800