SW 19TH AVE over I-5 (HWY 001)


+45.46457, -122.69729
45°27'52" N, 122°41'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SW 19TH AVE over I-5 (HWY 001)
Structure number:08201 001 29646
Location:1.4 M N OF BARBUR BLVD
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:83.0 ft. [25.3 m]
Total length:387.5 ft. [118.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1959
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:5
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,073 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:62.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,701,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201662.4FairFairSatisfactoryGoodFO25073
January 201462.4FairFairSatisfactoryGoodFO25073
January 201262.4FairFairSatisfactoryGoodFO25073
January 201062.4FairFairSatisfactoryGoodFO25073
January 200862.5FairFairSatisfactoryGoodFO24825
January 200666.7FairSatisfactorySatisfactoryGoodFO24102
January 200454.4FairSatisfactoryFairGoodFO23400
January 200267.7GoodGoodGoodGoodFO18000
January 200062.7GoodGoodGoodGoodFO18000
January 199872.8GoodGoodGoodGoodFO17200
January 199670.6GoodGoodGoodGoodFO17200
January 199470.6GoodGoodGoodGoodFO17200
January 199272.6GoodGoodGoodGoodFO17200