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BLOOMINGDALE RD over RTE 440, RTE 440

Map

Coordinates:
+40.54857, -74.22066
40°32'55" N, 74°13'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BLOOMINGDALE RD over RTE 440, RTE 440
Structure number:000000001075130
Location:1.8MI N 440+W SHORE EXPY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:134.8 ft. [41.1 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:44°
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 2016]
Truck traffic:6% 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:Superior to present desirable criteria [9]
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:95.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,318,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairGoodSatisfactorySatisfactory670095.7
September 2014FairGoodSatisfactorySatisfactory985495.5
June 2012FairGoodSatisfactorySatisfactory985494.5
June 2011FairGoodSatisfactorySatisfactory985494.5
July 2010FairGoodSatisfactorySatisfactory985494.5
August 2009FairGoodSatisfactorySatisfactory1158994.4
September 2008FairGoodSatisfactorySatisfactory1153194.4
May 2006FairGoodSatisfactorySatisfactory985494.5
June 2004GoodGoodGoodGood985495.5
May 2002GoodVery GoodGoodGood985495.5
March 2000FairGoodSatisfactorySatisfactory870395.6
March 1998FairGoodSatisfactoryFair870384.5
May 1996PoorSatisfactoryFairPoor150068.8
June 1994PoorSatisfactoryFairPoor150068.8
May 1992PoorSatisfactoryFairPoor150068.8
May 1990PoorSatisfactoryFairPoor150067.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,46002,46000
Steel Protective Coatingsq. ft.38,130036,4101,7200
Deck
Reinforced Concrete Decksq. ft.21,156021,15600
Wearing Surfacessq. ft.15,252015,24390
Substructure
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.22811411400
Reinforced Concrete Pier Caplinear ft.114001140
Joints
Compression Jointlinear ft.34201142280
Bearings
Elastomeric Bearingeach2001910
Steel Protective Coatingsq. ft.5004730
Fixed Bearingeach2002000
Steel Protective Coatingsq. ft.5005000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.492049200
Steel Protective Coatingsq. ft.1,96801,96800