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PIKE ST over I-5

Map 

Coordinates:
+47.61297, -122.33024
47°36'47" N, 122°19'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PIKE ST over I-5
Structure number:0007409C0000000
Location:1.5 N JCT I-90
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:133.9 ft. [40.8 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1964
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:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,533 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:72.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,640,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201772.2FairSatisfactoryGoodGoodFO9533
April 201572.2FairSatisfactoryGoodGoodFO9533
October 201372.2FairSatisfactoryGoodGoodFO9533
October 201171.5FairSatisfactoryGoodGoodFO13000
October 200971.5FairSatisfactoryGoodGoodFO13000
November 200771.5FairSatisfactorySatisfactoryGoodFO13000
December 200571.5FairGoodSatisfactoryGoodFO13000
December 200371.5FairGoodSatisfactoryGoodFO13000
November 200171.5FairGoodSatisfactoryGoodFO13000
September 199971.7FairGoodSatisfactoryGoodFO12000
June 199771.7FairGoodSatisfactoryGoodFO12000
July 199571.5FairGoodSatisfactoryGoodFO12000
June 199375.2FairGoodSatisfactoryGoodFO3790
April 199177.3FairSatisfactorySatisfactoryGoodFO3790