RTE I495 over RTE I295, RTE I295


+40.74416, -73.77142
40°44'39" N, 73°46'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RTE I295, RTE I295
Structure number:000000001055249
Location:JCT I495+I78
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:68.9 ft. [21.0 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:114.8 ft. [35.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
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: September 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:17,587 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 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 replacement [2]
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:72.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,286,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorFairFair1758772.9
July 2015PoorPoorFairFair6931769.6
July 2013PoorPoorFairFair6931769.6
July 2011PoorPoorFairFair6760069.7
July 2009FairFairGoodVery Good11857380.8
August 2007FairSatisfactoryGoodVery Good11859981.9
September 2005FairSatisfactoryGoodVery Good16186880.6
September 2003FairSatisfactoryGoodVery Good16186880.6
March 2003FairFairSatisfactoryFair16155559.5
May 2000FairFairSatisfactoryFair15120660.2
May 1998FairFairSatisfactoryFair15255660.1
May 1996PoorPoorFairPoor15782539.5
April 1994PoorPoorFairPoor14520039.5
May 1992PoorPoorFairPoor17321539.5
May 1990PoorPoorFairPoor17321541.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,7641,07468910
Steel Protective Coatingsq. ft.15,5769,0762,7003,8000
Reinforced Concrete Decksq. ft.15,02012,8251,9002950
Wearing Surfacessq. ft.12,798011,3181,4800
Reinforced Concrete Abutmentlinear ft.2188413400
Reinforced Concrete Pier Caplinear ft.113011300
Pourable Jointlinear ft.34518016410
Elastomeric Bearingeach56312500
Steel Protective Coatingsq. ft.1120100120
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.252252000
Steel Protective Coatingsq. ft.854085400
Reinforced Concrete Bridge Raillinear ft.126012600