RTE 440 over RTE 440


+40.62097, -74.17527
40°37'15" N, 74°10'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 440 over RTE 440
Structure number:000000001075200
Location:JCT I278+W SHORE EXPY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:111.9 ft. [34.1 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1973
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:33,623 [as of 1994]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,391,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodVery Good3362385.0
July 2014GoodVery GoodVery GoodVery Good3362385.0
June 2012GoodExcellentVery GoodExcellent3362385.0
July 2010GoodExcellentVery GoodExcellent3362385.0
August 2008GoodExcellentVery GoodExcellent3362385.0
May 2006GoodExcellentVery GoodExcellent3362385.0
June 2004GoodExcellentVery GoodExcellent3362385.0
May 2002GoodExcellentVery GoodExcellent3362385.0
February 2000GoodExcellentVery GoodExcellent3362383.0
March 1998FairGoodSatisfactorySatisfactory3362383.0
May 1996FairSatisfactoryFairFair3362372.0
April 1994FairSatisfactorySatisfactoryFair1870074.5
April 1992FairSatisfactorySatisfactoryFair1870074.5
May 1990FairSatisfactorySatisfactoryFair1870074.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.562056200
Steel Protective Coatingsq. ft.2,80902,80900
Reinforced Concrete Decksq. ft.4,30204,30200
Wearing Surfacessq. ft.3,74203,74200
Reinforced Concrete Abutmentlinear ft.104010400
Compression Jointlinear ft.104001040
Elastomeric Bearingeach1001000
Steel Protective Coatingsq. ft.4003280
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.239023900
Steel Protective Coatingsq. ft.239023900