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I-5 S-E RAMP over I-5 MAINLINE AND RAMPS

Map

Coordinates:
+47.59502, -122.32061
47°35'42" N, 122°19'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 S-E RAMP over I-5 MAINLINE AND RAMPS
Structure number:0007565E0000000
Location:JCT I-90
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:140.1 ft. [42.7 m]
Total length:946.9 ft. [288.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,627 [as of 2012]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
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:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$14,394,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201764.0FairSatisfactorySatisfactoryGoodFO30627
July 201564.0FairSatisfactorySatisfactoryGoodFO30627
July 201365.7FairSatisfactorySatisfactoryGoodFO26639
July 201165.7FairSatisfactorySatisfactoryGoodFO26639
July 200964.1FairSatisfactorySatisfactoryGoodFO29861
December 200764.1FairSatisfactorySatisfactoryGoodFO29861
October 200564.1FairSatisfactorySatisfactoryGoodFO29861
July 200364.1FairSatisfactorySatisfactoryGoodFO29861
November 200164.1FairSatisfactorySatisfactoryGoodFO29861
April 199967.1FairGoodSatisfactoryGoodFO19956
June 199767.1FairSatisfactorySatisfactoryGood-19956
May 199568.2FairSatisfactorySatisfactoryGood-19956
June 199390.0FairSatisfactorySatisfactoryGood-1
April 199188.0GoodGoodGoodGood-1

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.947947000
Deck
Reinforced Concrete Decksq. ft.28,41028,255150140
Wearing Surfacessq. ft.28,410028,3100100
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.5959000
Joints
Strip Seal Jointlinear ft.120060060
Bearings
Movable Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8941,887610