ARDEN AVENUE over RTE 440, RTE 440


+40.56059, -74.19956
40°33'38" N, 74°11'58" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARDEN AVENUE over RTE 440, RTE 440
Structure number:000000001069720
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:100.7 ft. [30.7 m]
Total length:194.9 ft. [59.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1977
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:2
Main spans material:Steel [3]
Main spans 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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,258 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
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:75.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,835,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodSatisfactorySatisfactory925875.4
July 2016FairGoodSatisfactorySatisfactory912275.4
July 2014FairGoodSatisfactorySatisfactory830475.5
June 2012FairGoodSatisfactoryFair830464.4
July 2010FairSatisfactorySatisfactoryFair830464.4
September 2008FairSatisfactorySatisfactoryFair830464.4
September 2006FairSatisfactorySatisfactoryFair830464.4
September 2004FairSatisfactorySatisfactorySatisfactory830475.5
September 2002FairSatisfactorySatisfactorySatisfactory830475.5
February 2000FairSatisfactorySatisfactorySatisfactory830475.5
April 1998FairSatisfactorySatisfactorySatisfactory824775.5
July 1996PoorFairFairPoor85059.9
July 1994PoorFairFairPoor85061.4
June 1992PoorFairFairPoor85061.4
August 1991PoorFairFairPoor85061.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,7081,6980100
Steel Protective Coatingsq. ft.21,65711,9574,3005,4000
Reinforced Concrete Decksq. ft.14,04813,71533030
Wearing Surfacessq. ft.10,2529,4595182750
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.148148000
Reinforced Concrete Pier Caplinear ft.74620120
Compression Jointlinear ft.228002280
Movable Bearingeach2727000
Steel Protective Coatingsq. ft.108108000
Fixed Bearingeach99000
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3809927920
Steel Protective Coatingsq. ft.3,2871,5401,74700