RTE I495 over RAMP TO LIE WB, 43 ST T


+40.73611, -73.92549
40°44'10" N, 73°55'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over RAMP TO LIE WB, 43 ST T
Structure number:000000001076250
Location:JCT I278 & I495
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:59.7 ft. [18.2 m]
Total length:926.9 ft. [282.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:2002
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:16
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:18,681 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Excellent [9 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:Equal to present minimum criteria [6]
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:95.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$15,477,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodExcellentVery GoodGood1868195.0
June 2015GoodExcellentVery GoodGood-95.0
May 2013GoodExcellentVery GoodGood3337095.0
June 2011GoodExcellentExcellentGood3337093.0
June 2009GoodExcellentExcellentGood3337093.0
June 2007GoodExcellentExcellentGood3337093.0
May 2005GoodExcellentExcellentGood3337093.0
June 2003GoodExcellentExcellentGood3337092.0
March 2003PoorPoorSatisfactoryFair2280578.0
January 2000PoorPoorSatisfactoryFair2280578.7
January 1998PoorFairFairPoor1531564.7
January 1996PoorPoorPoorPoor1531561.8
January 1994PoorPoorPoorPoor9645662.8
February 1992PoorPoorPoorPoor9645662.8
May 1990PoorPoorPoorPoor9645644.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,6443,644000
Steel Protective Coatingsq. ft.29,15229,0598850
Reinforced Concrete Decksq. ft.23,68621,40802,2780
Wearing Surfacessq. ft.20,953020,95300
Reinforced Concrete Columneach2211560
Reinforced Concrete Abutmentlinear ft.52133900
Steel Pier Caplinear ft.278278000
Steel Protective Coatingsq. ft.3,3362,58175500
Reinforced Concrete Pier Caplinear ft.20813130650
Compression Jointlinear ft.5200520
Assembly with Sealeach52180340
Elastomeric Bearingeach7676000
Steel Protective Coatingsq. ft.1521104002
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,8221,821010
Steel Protective Coatingsq. ft.1,82201,82200
Reinforced Concrete Bridge Raillinear ft.1,8221,821010