RAMP TO US 1 over RAMP TO 95I & 87I


+40.84598, -73.93158
40°50'46" N, 73°55'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP TO US 1 over RAMP TO 95I & 87I
Structure number:00000000107694A
Location:JCT I87+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:45.9 ft. [14.0 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:9% 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:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$4,609,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairFairSatisfactoryFair-76.0
November 2014FairFairSatisfactoryFair7465861.0
October 2012FairFairSatisfactoryFair7465861.0
December 2010FairFairSatisfactoryFair7465861.0
December 2008FairFairSatisfactoryFair7465861.0
October 2006FairFairSatisfactoryFair7465861.0
September 2004FairFairSatisfactoryFair7465861.0
October 2002FairFairSatisfactoryFair4318161.0
November 2000FairFairSatisfactoryFair4318161.0
November 1998FairFairSatisfactoryFair4318161.0
December 1996PoorPoorFairPoor163348.8
July 1994PoorPoorFairFair120063.8
June 1992PoorPoorFairFair120063.8
May 1990PoorPoorSatisfactoryPoor120048.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.313031300
Steel Protective Coatingsq. ft.5,11204,8120300
Steel Stringerlinear ft.22011011000
Steel Protective Coatingsq. ft.1,10001,040060
Reinforced Concrete Decksq. ft.1,60064095730
Wearing Surfacessq. ft.1,40001,40000
Steel Floor Beamlinear ft.135706500
Steel Protective Coatingsq. ft.1,35001,280070
Reinforced Concrete Abutmentlinear ft.45033120
Pourable Jointlinear ft.83071120
Movable Bearingeach42020
Steel Protective Coatingsq. ft.1616000
Fixed Bearingeach42020
Steel Protective Coatingsq. ft.1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1650150150
Steel Protective Coatingsq. ft.50002500250