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VAN DAM ST RAMP over BORDEN AVENUE

Map

Coordinates:
+40.73772, -73.93463
40°44'16" N, 73°56'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VAN DAM ST RAMP over BORDEN AVENUE
Structure number:00000000223021A
Location:1.2 MI NW I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:34.8 ft. [10.6 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
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: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,027 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:89.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$127,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactorySatisfactory102789.7
July 2015PoorSatisfactoryPoorSatisfactory-62.7
June 2014FairGoodFairSatisfactory2789477.0
July 2013FairGoodFairSatisfactory2789477.0
July 2012FairGoodFairSatisfactory2789476.3
July 2011FairGoodFairSatisfactory2789478.3
June 2010FairGoodFairSatisfactory2789478.3
May 2009FairGoodFairSatisfactory2789478.3
May 2007FairGoodFairSatisfactory2789478.3
June 2005FairGoodFairSatisfactory2789480.4
May 2003FairGoodFairSatisfactory2789481.4
May 2001FairGoodFairSatisfactory6858057.4
February 1999FairVery GoodFairSatisfactory6263957.9
May 1997FairFairFairFair6056357.0
May 1995PoorSatisfactoryPoorFair7612033.3
June 1993PoorVery GoodPoorFair7612033.3
April 1993PoorPoorPoorSerious7612017.0
March 1992PoorPoorPoorSerious7612017.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.140139010
Steel Protective Coatingsq. ft.1,22601,22600
Steel Stringerlinear ft.420420000
Steel Protective Coatingsq. ft.1,22601,22600
Deck
Reinforced Concrete Decksq. ft.2,1002,100000
Wearing Surfacessq. ft.2,1002,100000
Superstructure
Steel Floor Beamlinear ft.9090000
Steel Protective Coatingsq. ft.788078800
Substructure
Steel Columneach20200
Steel Protective Coatingsq. ft.21100
Reinforced Concrete Abutmentlinear ft.2602600
Steel Pier Caplinear ft.3003000
Steel Protective Coatingsq. ft.120120000
Joints
Compression Jointlinear ft.3002550
Bearings
Elastomeric Bearingeach66000
Steel Protective Coatingsq. ft.63300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140136400