Share:

RAMPS TO/FROM HRD over RTE I95

Map

Coordinates:
+40.84628, -73.93154
40°50'47" N, 73°55'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMPS TO/FROM HRD over RTE I95
Structure number:000000001076930
Location:JCT I87+I95
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:128.9 ft. [39.3 m]
Total length:420.0 ft. [128.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
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]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 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:Satisfactory [6 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 corrrective action [3]
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:74.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,894,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairFairSatisfactory-74.0
December 2016FairFairFairSatisfactory-74.0
November 2015FairFairFairFair-72.3
December 2014FairFairFairFair2574759.0
November 2013PoorFairFairPoor2574745.0
December 2011FairFairFairFair2574761.0
December 2009FairFairFairSatisfactory2574761.0
December 2008FairFairFairSatisfactory2574761.0
December 2007FairFairFairSatisfactory2574761.0
December 2006FairFairFairSatisfactory2574761.0
December 2005FairFairFairSatisfactory2574761.0
October 2004FairFairFairSatisfactory2574761.0
December 2003FairFairFairSatisfactory2574761.0
October 2002FairFairFairSatisfactory3321762.0
November 2001FairFairFairSatisfactory3321762.0
December 1999FairFairFairSatisfactory3321760.0
November 1997FairFairFairFair841960.0
December 1995PoorPoorPoorPoor900044.8
August 1993PoorPoorPoorPoor900039.5
June 1992PoorPoorPoorFair900039.5
July 1991PoorPoorPoorFair900039.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,63311,616160
Steel Protective Coatingsq. ft.29,73689626,2672,5730
Steel Stringerlinear ft.1,7863421,44400
Steel Protective Coatingsq. ft.10,0582538,9328730
Deck
Reinforced Concrete Decksq. ft.18,22210,1247,7693290
Wearing Surfacessq. ft.11,173011,17300
Superstructure
Steel Floor Beamlinear ft.1,255521,0151880
Steel Protective Coatingsq. ft.13,2331,17010,4311,6320
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.59451400
Steel Pier Caplinear ft.57032250
Steel Protective Coatingsq. ft.3,1270003,127
Reinforced Concrete Pier Caplinear ft.5239850
Joints
Pourable Jointlinear ft.213021300
Assembly without Seal Jointlinear ft.70060100
Bearings
Movable Bearingeach2007130
Steel Protective Coatingsq. ft.1002040400
Fixed Bearingeach1601600
Steel Protective Coatingsq. ft.806010100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.939124792230
Steel Protective Coatingsq. ft.3,0621,7061,0353210