5TH AVE NE over I-5


+47.68434, -122.32291
47°41'04" N, 122°19'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:5TH AVE NE over I-5
Structure number:0007156A0000000
Location:0.2 N JCT SR 522
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:123.0 ft. [37.5 m]
Total length:326.1 ft. [99.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:45°
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:3
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: May 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,000 [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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:77.8 tons [70.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:88.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,389,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201788.6FairSatisfactoryGoodGoodFO9000
May 201588.6FairSatisfactoryGoodGoodFO9000
May 201389.2FairSatisfactoryGoodGoodFO5253
May 201189.2FairSatisfactorySatisfactorySatisfactoryFO5253
June 200986.2FairSatisfactorySatisfactorySatisfactoryFO5253
June 200786.2FairSatisfactorySatisfactorySatisfactoryFO5253
September 200586.2FairSatisfactorySatisfactorySatisfactoryFO5253
November 200386.2FairSatisfactorySatisfactorySatisfactoryFO5253
December 200186.2FairSatisfactorySatisfactoryGoodFO5253
June 199987.2FairSatisfactorySatisfactoryGoodFO5000
June 199787.2FairSatisfactorySatisfactoryGoodFO5000
November 199587.2FairSatisfactorySatisfactoryGoodFO5000
June 199391.7FairSatisfactorySatisfactoryGood-1890
March 199182.6FairFairFairGood-1890