RTE 440 over RTE 440, RAMP TO NB KWVP


+40.52555, -74.22364
40°31'32" N, 74°13'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over RTE 440, RAMP TO NB KWVP
Structure number:000000001075071
Location:JCT 440+W SHORE EXPY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:111.9 ft. [34.1 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1972
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: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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:92.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,258,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairVery GoodVery GoodSatisfactory-92.0
April 2014FairVery GoodVery GoodSatisfactory200391.9
April 2012FairVery GoodVery GoodSatisfactory200391.9
May 2010GoodVery GoodExcellentGood7360688.3
June 2008GoodVery GoodExcellentGood7283688.3
March 2006GoodVery GoodExcellentGood7025088.5
March 2004GoodVery GoodExcellentGood200392.9
April 2002FairGoodGoodSatisfactory6760090.6
January 2000FairGoodGoodSatisfactory6760070.5
February 1998FairSatisfactoryGoodSatisfactory6760070.5
March 1996FairFairSatisfactoryFair6760051.8
March 1994PoorSatisfactorySatisfactoryPoor6760034.9
May 1992FairSatisfactorySatisfactoryFair6760055.2
June 1990FairFairFairFair6760054.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.672672000
Steel Protective Coatingsq. ft.9,07205,4443,6280
Reinforced Concrete Decksq. ft.5,4515,451000
Wearing Surfacessq. ft.5,22705,22700
Reinforced Concrete Abutmentlinear ft.106010240
Compression Jointlinear ft.9800980
Movable Bearingeach60330
Steel Protective Coatingsq. ft.120840
Fixed Bearingeach60420
Steel Protective Coatingsq. ft.1201200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.228228000
Steel Protective Coatingsq. ft.977009770