53RD AVENUE over RTE I295, RTE I295


+40.74989, -73.77417
40°44'60" N, 73°46'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:53RD AVENUE over RTE I295, RTE I295
Structure number:000000001055510
Location:.4 MI NW I78+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:56.8 ft. [17.3 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1961
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:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,777 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:65.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,002,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactoryFair377765.0
May 2015FairSatisfactorySatisfactorySatisfactory377676.0
January 2014FairSatisfactorySatisfactorySatisfactory596574.6
August 2013FairSatisfactorySatisfactorySatisfactory596574.6
January 2012FairSatisfactorySatisfactorySatisfactory596574.6
August 2011FairSatisfactorySatisfactorySatisfactory596574.6
March 2010FairSatisfactorySatisfactorySatisfactory596574.6
February 2008FairSatisfactorySatisfactorySatisfactory291576.1
January 2006FairSatisfactorySatisfactorySatisfactory596574.6
February 2004FairSatisfactorySatisfactorySatisfactory596574.6
April 2002FairGoodGoodSatisfactory596574.6
February 2000FairSatisfactorySatisfactorySatisfactory411376.0
March 1998FairSatisfactorySatisfactoryFair411364.9
March 1996PoorFairFairPoor465849.2
February 1994PoorFairFairPoor608049.9
January 1992PoorSatisfactoryPoorPoor608049.0
April 1990PoorSatisfactoryFairPoor608049.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,0180998200
Steel Protective Coatingsq. ft.8,3367,92041600
Reinforced Concrete Decksq. ft.8,18608,18600
Wearing Surfacessq. ft.5,70005,4502500
Reinforced Concrete Columneach50230
Reinforced Concrete Abutmentlinear ft.142072700
Reinforced Concrete Pier Caplinear ft.68053150
Compression Jointlinear ft.216002160
Elastomeric Bearingeach1801800
Steel Protective Coatingsq. ft.1801800
Fixed Bearingeach1801800
Steel Protective Coatingsq. ft.1801800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.228022800
Steel Protective Coatingsq. ft.8308003000