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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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