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EDWARD CURRY AVE over RTE 440, RTE 440

Map

Coordinates:
+40.60975, -74.18201
40°36'35" N, 74°10'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EDWARD CURRY AVE over RTE 440, RTE 440
Structure number:000000001075190
Location:.9MI S I278+W SHORE EXPY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:86.9 ft. [26.5 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
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]
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,763 [as of 2017]
Truck traffic:20% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,386,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryGood376378.3
July 2016FairSatisfactorySatisfactoryGood247378.3
September 2015FairSatisfactorySatisfactoryGood247378.3
June 2014FairSatisfactorySatisfactoryGood214878.3
September 2013FairSatisfactorySatisfactoryGood214878.3
June 2012FairSatisfactorySatisfactoryGood214878.3
June 2011FairSatisfactoryFairGood214867.3
June 2010FairSatisfactorySatisfactoryGood214878.3
July 2009FairSatisfactorySatisfactoryGood214878.3
August 2008FairSatisfactorySatisfactoryGood214878.3
May 2006FairSatisfactorySatisfactoryGood214878.3
May 2004GoodGoodVery GoodGood214878.3
May 2002FairSatisfactoryGoodGood214878.3
August 2000FairSatisfactoryGoodGood214878.3
September 1998FairSatisfactorySatisfactoryGood214878.3
July 1996PoorFairSeriousFair120039.5
May 1995PoorFairSeriousPoor120041.5
August 1994PoorFairSeriousPoor120041.5
May 1993PoorFairSeriousPoor120041.5
June 1992PoorFairSeriousFair120041.5
August 1991PoorPoorSeriousPoor120039.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,5841,580004
Steel Protective Coatingsq. ft.19,00815,20803,8000
Deck
Reinforced Concrete Decksq. ft.13,02410,7451,3039760
Wearing Surfacessq. ft.9,3289,138501400
Substructure
Reinforced Concrete Columneach43010
Reinforced Concrete Abutmentlinear ft.152152000
Reinforced Concrete Pier Caplinear ft.7673300
Joints
Compression Jointlinear ft.2250751500
Bearings
Elastomeric Bearingeach1801800
Steel Protective Coatingsq. ft.7207200
Fixed Bearingeach180990
Steel Protective Coatingsq. ft.7207200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.352352000
Steel Protective Coatingsq. ft.90045045000