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WESTCHESTER AVE over RTE I95, RTE I95

Map

Coordinates:
+40.85326, -73.82626
40°51'12" N, 73°49'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTCHESTER AVE over RTE I95, RTE I95
Structure number:000000001066630
Location:1.2 MI N I295+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:65.9 ft. [20.1 m]
Total length:137.1 ft. [41.8 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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,127 [as of 2015]
Truck traffic:9% 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 corrrective action [3]
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:70.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$3,614,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairFairSatisfactorySatisfactory912770.2
September 2014FairFairSatisfactorySatisfactory603870.6
September 2012FairFairSatisfactorySatisfactory603870.6
October 2010FairFairSatisfactorySatisfactory603870.6
October 2008FairFairSatisfactorySatisfactory603872.6
October 2006FairFairSatisfactorySatisfactory603872.6
November 2004FairFairSatisfactorySatisfactory603870.6
September 2002FairFairSatisfactorySatisfactory290572.1
June 2000FairSatisfactorySatisfactorySatisfactory290573.1
April 1998FairFairSatisfactorySatisfactory290572.1
March 1996PoorPoorFairPoor290547.3
April 1994PoorPoorFairPoor160046.3
May 1992PoorPoorFairPoor160046.3
May 1990PoorPoorFairPoor160046.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,19201,18840
Steel Protective Coatingsq. ft.10,5010010,5010
Deck
Reinforced Concrete Decksq. ft.9,86509,837280
Wearing Surfacessq. ft.6,85106,5513000
Substructure
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.144014400
Reinforced Concrete Pier Caplinear ft.6806800
Joints
Compression Jointlinear ft.144014130
Bearings
Elastomeric Bearingeach2702700
Steel Protective Coatingsq. ft.135013500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2740264010
Steel Protective Coatingsq. ft.1,09301,09300