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ENGLEWOOD AVE over RTE 440, RTE 440

Map

Coordinates:
+40.53229, -74.22411
40°31'56" N, 74°13'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ENGLEWOOD AVE over RTE 440, RTE 440
Structure number:000000001076010
Location:.5MI N 440+W SHORE EXPY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:112.9 ft. [34.4 m]
Total length:220.2 ft. [67.1 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]
Skew angle:15°
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]
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,916 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:93.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$9,174,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryGoodGood1191693.4
April 2014FairSatisfactoryGoodGood295893.9
June 2012FairSatisfactoryGoodGood295876.1
July 2010FairSatisfactoryGoodSatisfactory295876.1
August 2008FairSatisfactoryGoodSatisfactory295876.1
June 2006FairSatisfactoryGoodSatisfactory295876.1
June 2004FairSatisfactoryGoodSatisfactory295876.1
May 2002FairSatisfactoryGoodSatisfactory295876.1
January 2000FairSatisfactoryGoodSatisfactory295876.1
March 1998FairSatisfactorySatisfactorySatisfactory295876.1
May 1996FairSatisfactoryFairFair60071.4
May 1994FairSatisfactorySatisfactoryFair60073.4
April 1992FairSatisfactorySatisfactoryFair60073.4
May 1990FairSatisfactoryFairFair60073.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,9351,933020
Steel Protective Coatingsq. ft.29,00018,92010,08000
Deck
Reinforced Concrete Decksq. ft.15,91011,0514,772870
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.152152000
Reinforced Concrete Pier Caplinear ft.7676000
Joints
Compression Jointlinear ft.228002280
Bearings
Elastomeric Bearingeach189900
Steel Protective Coatingsq. ft.7207200
Fixed Bearingeach188730
Steel Protective Coatingsq. ft.722040120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.430430000
Steel Protective Coatingsq. ft.1,35594840700