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RTE I87 over RAMP C S B MDE, HARLEM R

Map

Coordinates:
+40.82808, -73.93199
40°49'41" N, 73°55'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I87 over RAMP C S B MDE, HARLEM R
Structure number:00000000106745C
Location:.1 MI S JCT I87 & I95
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:126.0 ft. [38.4 m]
Total length:832.1 ft. [253.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: May 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: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:Equal to present desirable criteria [8]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:83.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$18,091,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairFairFair-83.0
June 2014FairFairFairFair510183.7
June 2012FairFairGoodFair510181.9
June 2010FairFairGoodFair510183.7
June 2008FairFairGoodFair510183.7
May 2006FairFairGoodSatisfactory510194.8
May 2004FairFairGoodSatisfactory510194.8
May 2002FairFairGoodSatisfactory10095.0
April 2000FairFairGoodSatisfactory10097.0
December 1998FairSatisfactoryGoodSatisfactory10098.0
July 1996PoorPoorFairPoor10069.0
October 1995PoorPoorFairPoor10069.0
December 1994FairFairFairFair10087.0
November 1992FairSatisfactoryFairFair10088.0
May 1990FairSatisfactorySatisfactoryFair10088.0

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.2,36002,36000
Steel Girder/Beamlinear ft.2,73302,73300
Steel Protective Coatingsq. ft.34,319034,31900
Deck
Reinforced Concrete Decksq. ft.25,458025,3952835
Wearing Surfacessq. ft.23,031018,5131,3003,218
Substructure
Reinforced Concrete Columneach71510
Reinforced Concrete Pileeach2702700
Reinforced Concrete Pier Caplinear ft.281027920
Joints
Strip Seal Jointlinear ft.3603600
Other Jointlinear ft.1932915680
Bearings
Elastomeric Bearingeach6606600
Pot Bearingeach35018170
Steel Protective Coatingsq. ft.82204703520
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,66701,4250242
Reinforced Concrete Bridge Raillinear ft.1,66701,66700