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RTE 96 over RTE I590, RAMP WS, RTE I

Map

Coordinates:
+43.14293, -77.54813
43°08'35" N, 77°32'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 96 over RTE I590, RAMP WS, RTE I
Structure number:000000001074100
Location:INT.590I & EAST AVENUE
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1989
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:2
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: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,112 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:75.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,525,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodGoodGoodGood1011275.1
June 2014GoodGoodGoodGood1005576.4
May 2012GoodVery GoodGoodGood1150076.3
May 2010GoodVery GoodGoodGood1147076.3
July 2008GoodVery GoodGoodGood1036876.3
May 2006GoodVery GoodGoodGood1010478.4
March 2004GoodExcellentVery GoodVery Good1755477.9
February 2002GoodExcellentVery GoodVery Good1755477.9
February 2000GoodExcellentVery GoodVery Good1755477.9
January 1998GoodVery GoodVery GoodGood100083.4
February 1996FairVery GoodVery GoodSatisfactory100083.4
February 1994FairVery GoodVery GoodSatisfactory100082.9
February 1992FairVery GoodVery GoodSatisfactory100080.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4101,410000
Steel Protective Coatingsq. ft.18,140014,5123,6280
Deck
Reinforced Concrete Decksq. ft.12,87910,3022,57700
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.208205030
Reinforced Concrete Pier Caplinear ft.7676000
Joints
Compression Jointlinear ft.154154000
Bearings
Elastomeric Bearingeach2408160
Steel Protective Coatingsq. ft.2400240
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3680308600
Steel Protective Coatingsq. ft.2,93702,877600