RTE I495 over RTE I295, RTE I295, RTE


+40.74266, -73.77091
40°44'34" N, 73°46'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RTE I295, RTE I295, RTE
Structure number:000000001055289
Location:JCT I495+I295
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.8 ft. [17.3 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:85.3 ft. [26.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2003
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:3
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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,194 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$13,363,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodGood519493.7
June 2015GoodVery GoodExcellentGood574793.7
June 2013GoodVery GoodExcellentGood574793.7
July 2011GoodVery GoodExcellentVery Good7612090.3
July 2009GoodVery GoodExcellentVery Good7612090.3
July 2007GoodVery GoodExcellentVery Good7612090.3
July 2005GoodExcellentVery GoodVery Good7612090.3
September 2003GoodExcellentVery GoodVery Good7612090.3
March 2003PoorFairSatisfactoryPoor7612059.2
February 2000PoorFairSatisfactoryPoor7612059.2
April 1998FairFairSatisfactoryFair7612076.5
April 1996PoorPoorFairPoor7612050.9
May 1994PoorPoorFairPoor7612052.8
August 1992PoorFairFairPoor7612055.1
October 1990PoorPoorFairPoor7612052.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,82601,82420
Steel Protective Coatingsq. ft.14,9557,2055,5002,2500
Reinforced Concrete Decksq. ft.14,11014,110000
Wearing Surfacessq. ft.9,5469,546000
Reinforced Concrete Columneach146440
Reinforced Concrete Abutmentlinear ft.170170000
Reinforced Concrete Pier Caplinear ft.17012710330
Compression Jointlinear ft.343034300
Elastomeric Bearingeach66194700
Steel Protective Coatingsq. ft.1320110220
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.169169000
Steel Protective Coatingsq. ft.338338000
Reinforced Concrete Bridge Raillinear ft.332332000