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YALE ST RAMP over I-5 REV RAMP

Map

Coordinates:
+47.61722, -122.32932
47°37'02" N, 122°19'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:YALE ST RAMP over I-5 REV RAMP
Structure number:0006635C0000000
Location:1.8 N JCT I-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:58.1 ft. [17.7 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,088 [as of 2012]
Truck traffic:5% 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:Superior to present desirable criteria [9]
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:91.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$683,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodGood1508891.8
August 2015GoodGoodGoodGood1508891.8
August 2013GoodGoodGoodGood1508891.8
October 2011GoodGoodGoodGood1711891.5
October 2009FairSatisfactoryGoodGood1708491.5
November 2007GoodGoodGoodGood1845291.3
October 2005GoodGoodGoodGood1845291.3
December 2003FairSatisfactoryGoodSatisfactory1845291.3
December 2001FairGoodGoodSatisfactory1845291.3
September 1999FairGoodGoodSatisfactory1501093.8
July 1997FairGoodGoodSatisfactory1501093.8
July 1995FairGoodGoodSatisfactory1501093.6
June 1993FairSatisfactorySatisfactoryGood1205091.1
April 1991FairSatisfactorySatisfactoryGood1205093.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.290290000
Deck
Reinforced Concrete Decksq. ft.1,6471,647000
Substructure
Reinforced Concrete Abutmentlinear ft.155155000
Joints
Pourable Jointlinear ft.162016200
Bearings
Elastomeric Bearingeach106040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.122122000
Reinforced Concrete Bridge Raillinear ft.122122000