FRNCIS LEWIS BLVD over RTE I495, 495I 495IX5M13


+40.74328, -73.77564
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:182.8 ft. [55.7 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:15.1 ft. [4.6 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: November 2014 

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:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$750,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201473.6Functionally obsoleteSatisfactorySatisfactoryGood10073
December 201272.6Functionally obsoleteFairSatisfactoryGood10100
November 201072.6Functionally obsoleteFairSatisfactoryGood10073
December 200871.9Functionally obsoleteFairSatisfactoryGood19687
November 200690.0Functionally obsoleteFairSatisfactoryGood19074
September 200492.0Not deficientSatisfactorySatisfactoryGood19074
September 200292.0Not deficientSatisfactorySatisfactoryGood19074
May 200093.1Functionally obsoleteSatisfactorySatisfactoryGood18627
August 199893.1Functionally obsoleteGoodGoodVery Good18627
September 199679.9Functionally obsoleteFairFairFair17599
August 199562.8Structurally deficientPoorFairPoor17599
April 199445.2Structurally deficientPoorFairSerious14410
May 199345.2Structurally deficientPoorFairSerious14410
June 199245.2Structurally deficientPoorFairSerious14410
August 199145.2Structurally deficientPoorFairSerious14410