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YALE ST RAMP over I-5 REV RAMP

Map

Coordinates:
+47.61720, -122.32925
47°37'02" N, 122°19'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:15.1 ft. [4.6 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]
Operating rating:84.8 tons [77.1 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201791.8GoodGoodGoodGoodFO15088
August 201591.8GoodGoodGoodGoodFO15088
August 201391.8GoodGoodGoodGoodFO15088
October 201191.5GoodGoodGoodGoodFO17118
October 200991.5FairSatisfactoryGoodGoodFO17084
November 200791.3GoodGoodGoodGoodFO18452
October 200591.3GoodGoodGoodGoodFO18452
December 200391.3FairSatisfactoryGoodSatisfactoryFO18452
December 200191.3FairGoodGoodSatisfactoryFO18452
September 199993.8FairGoodGoodSatisfactoryFO15010
July 199793.8FairGoodGoodSatisfactoryFO15010
July 199593.6FairGoodGoodSatisfactoryFO15010
June 199391.1FairSatisfactorySatisfactoryGoodFO12050
April 199193.1FairSatisfactorySatisfactoryGoodFO12050