FRNCIS LEWIS BLVD over RTE I495, 495I 495IX5M13


+40.74339, -73.77569
40°44'36" N, 73°46'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRNCIS LEWIS BLVD over RTE I495, 495I 495IX5M13
Structure number:000000001055209
Location:I495 AT EXIT 26
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:183.1 ft. [55.8 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1996
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,073 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:91.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,582,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactoryGood1007391.5
November 2014FairSatisfactorySatisfactoryGood1007373.6
December 2012FairFairSatisfactoryGood1010072.6
November 2010FairFairSatisfactoryGood1007372.6
December 2008FairFairSatisfactoryGood1968771.9
November 2006FairFairSatisfactoryGood1907490.0
September 2004FairSatisfactorySatisfactoryGood1907492.0
September 2002FairSatisfactorySatisfactoryGood1907492.0
May 2000FairSatisfactorySatisfactoryGood1862793.1
August 1998GoodGoodGoodVery Good1862793.1
September 1996FairFairFairFair1759979.9
August 1995PoorPoorFairPoor1759962.8
April 1994PoorPoorFairSerious1441045.2
May 1993PoorPoorFairSerious1441045.2
June 1992PoorPoorFairSerious1441045.2
August 1991PoorPoorFairSerious1441045.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,54102,54100
Steel Protective Coatingsq. ft.21,74921,53021900
Reinforced Concrete Decksq. ft.18,855018,7481070
Wearing Surfacessq. ft.13,01812,9427600
Reinforced Concrete Columneach1601600
Reinforced Concrete Abutmentlinear ft.208020800
Reinforced Concrete Pier Caplinear ft.202020020
Compression Jointlinear ft.416416000
Elastomeric Bearingeach8482020
Steel Protective Coatingsq. ft.8408400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3673402610
Steel Protective Coatingsq. ft.1,33501,33500