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RTE I495 over CSX TRANS/CPR&P&W

Map

Coordinates:
+40.72812, -73.88556
40°43'41" N, 73°53'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I495 over CSX TRANS/CPR&P&W
Structure number:000000001065872
Location:2 MILES E JCT I495 & I278
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.8 ft. [23.7 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:114.8 ft. [35.0 m]
Deck width edge-to-edge:121.1 ft. [36.9 m]
Vertical clearance below bridge:29.5 ft. [9.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:1995
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 continuous [4]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52,149 [as of 2016]
Truck traffic:13% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$18,982,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactorySatisfactoryGood5214985.0
November 2016FairSatisfactorySatisfactoryGood5205381.0
October 2015FairSatisfactorySatisfactoryGood7913585.0
October 2014FairSatisfactorySatisfactoryGood15827085.0
August 2013FairSatisfactorySatisfactoryGood15827085.0
November 2012FairGoodSatisfactoryGood15830085.0
October 2011FairGoodSatisfactoryGood15830085.0
December 2010FairGoodSatisfactoryGood14451785.0
October 2009FairGoodSatisfactoryGood14451785.0
December 2008FairGoodSatisfactoryGood14451785.0
October 2007GoodGoodGoodVery Good13360085.0
October 2006GoodVery GoodGoodVery Good13360085.0
August 2005GoodVery GoodVery GoodVery Good13360085.0
August 2003GoodExcellentExcellentVery Good13360085.0
September 2001GoodExcellentExcellentVery Good13360085.0
October 1999GoodExcellentExcellentVery Good13360085.0
September 1997FairVery GoodVery GoodSatisfactory13360062.0
November 1995FairVery GoodVery GoodFair13360051.8
March 1995PoorPoorPoorSerious1336004.0
October 1993PoorPoorPoorSerious1336004.0
December 1992PoorPoorPoorSerious1336004.0
January 1992PoorSeriousPoorSerious13360021.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,0402,4145001260
Steel Protective Coatingsq. ft.30,70530,705000
Deck
Reinforced Concrete Decksq. ft.23,02821,6561,0023700
Wearing Surfacessq. ft.21,79319,2832,1783320
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.24219618280
Reinforced Concrete Pier Caplinear ft.242242000
Bearings
Elastomeric Bearingeach6461030
Steel Protective Coatingsq. ft.6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.57050355120