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32ND AVENUE over RTE I295, RTE I295

Map

Coordinates:
+40.77135, -73.78372
40°46'17" N, 73°47'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:32ND AVENUE over RTE I295, RTE I295
Structure number:000000001055430
Location:1.2 MI S I78+BC1P
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:69.2 ft. [21.1 m]
Total length:130.6 ft. [39.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
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: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:4,524 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:74.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,786,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairSatisfactorySatisfactory452474.7
June 2016FairFairSatisfactorySatisfactory454174.7
June 2015FairFairSatisfactorySatisfactory453574.7
February 2014FairFairSatisfactorySatisfactory453573.7
July 2013FairFairSatisfactorySatisfactory650073.6
January 2012FairFairSatisfactorySatisfactory650073.6
August 2011FairFairSatisfactorySatisfactory650073.6
January 2010FairFairSatisfactorySatisfactory775873.5
January 2008FairFairSatisfactorySatisfactory658673.6
February 2006FairFairSatisfactorySatisfactory775873.5
February 2004FairFairSatisfactorySatisfactory775874.5
March 2002FairFairGoodGood775874.5
February 2000FairFairSatisfactorySatisfactory715672.9
February 1998FairFairSatisfactoryFair715661.8
January 1996PoorPoorFairPoor710045.2
January 1994PoorPoorPoorPoor417046.2
January 1993PoorPoorPoorPoor417045.4
January 1992PoorPoorPoorPoor417045.4
January 1990PoorFairPoorPoor417049.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,0081,000620
Steel Protective Coatingsq. ft.8,6728,664800
Deck
Reinforced Concrete Decksq. ft.7,7876,6691,071470
Wearing Surfacessq. ft.5,2674,44481940
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.120012000
Reinforced Concrete Pier Caplinear ft.622426120
Joints
Compression Jointlinear ft.1860621240
Bearings
Movable Bearingeach1601420
Steel Protective Coatingsq. ft.3203200
Fixed Bearingeach1601330
Steel Protective Coatingsq. ft.1601600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.252252000
Steel Protective Coatingsq. ft.91741550200