PIKE ST over I-5


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


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 2015 

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:83.2 tons [75.6 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201572.2Functionally obsoleteSatisfactoryGoodGood9533
October 201372.2Functionally obsoleteSatisfactoryGoodGood9533
October 201171.5Functionally obsoleteSatisfactoryGoodGood13000
October 200971.5Functionally obsoleteSatisfactoryGoodGood13000
November 200771.5Functionally obsoleteSatisfactorySatisfactoryGood13000
December 200571.5Functionally obsoleteGoodSatisfactoryGood13000
December 200371.5Functionally obsoleteGoodSatisfactoryGood13000
November 200171.5Functionally obsoleteGoodSatisfactoryGood13000
September 199971.7Functionally obsoleteGoodSatisfactoryGood12000
20000.0Not applicable---191000
June 199771.7Functionally obsoleteGoodSatisfactoryGood12000
July 199571.5Functionally obsoleteGoodSatisfactoryGood12000
June 199375.2Functionally obsoleteGoodSatisfactoryGood3790
April 199177.3Functionally obsoleteSatisfactorySatisfactoryGood3790