Share:

RTE I190 over RTE 5, CSX TRANS/AMTRAK,

Map

Coordinates:
+42.88030, -78.87898
42°52'49" N, 78°52'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I190 over RTE 5, CSX TRANS/AMTRAK,
Structure number:000000005520159
Location:0.4 MI E INT N6 I 190
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:101.1 ft. [30.8 m]
Total length:7298.3 ft. [2224.4 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Toll Authority [31]
Year built:1959
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:112
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:86,978 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:60.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$359,017,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactorySatisfactory8697860.0
December 2015FairSatisfactorySatisfactorySatisfactory8490460.0
December 2013FairSatisfactorySatisfactorySatisfactory8490460.0
December 2011FairSatisfactorySatisfactorySatisfactory6870060.0
December 2009FairSatisfactorySatisfactorySatisfactory7215860.0
December 2007FairGoodSatisfactorySatisfactory6866560.0
November 2005FairGoodSatisfactorySatisfactory6676560.0
November 2003FairGoodSatisfactorySatisfactory6676560.0
November 2001FairGoodSatisfactorySatisfactory6712460.0
November 1999FairGoodSatisfactorySatisfactory6168063.1
September 1997PoorPoorFairPoor5900042.0
December 1995PoorPoorPoorPoor3396242.2
March 1995PoorPoorPoorPoor3396242.2
December 1992PoorPoorPoorPoor6525623.9
September 1990PoorPoorPoorSerious5601710.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.109,62760,22549,40200
Steel Protective Coatingsq. ft.1,007,10101,003,9195002,682
Deck
Reinforced Concrete Decksq. ft.755,947695,63658,5611,7500
Wearing Surfacessq. ft.698,194465,459232,73500
Superstructure
Steel Floor Beamlinear ft.48515533000
Steel Protective Coatingsq. ft.6,06405,4586060
Substructure
Steel Columneach40817823000
Steel Protective Coatingsq. ft.79,762071,7687,9940
Reinforced Concrete Columneach2211368500
Reinforced Concrete Pier Walllinear ft.66047618400
Reinforced Concrete Abutmentlinear ft.2007789340
Steel Pier Caplinear ft.7,7053,9503,75500
Steel Protective Coatingsq. ft.95,701086,1189,5830
Reinforced Concrete Pier Caplinear ft.3,8633,606233240
Joints
Strip Seal Jointlinear ft.8,4591,1877,1090163
Bearings
Elastomeric Bearingeach1,283161,26700
Steel Protective Coatingsq. ft.5,160644,7600336
Movable Bearingeach8400840
Steel Protective Coatingsq. ft.336336000
Fixed Bearingeach44000
Steel Protective Coatingsq. ft.1601600
Disk Bearingeach3082200
Steel Protective Coatingsq. ft.1206446010
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.28,80825,0773,73100