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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Closed Web/Box Girderlinear ft.59025933100
Reinforced Concrete Girder/Beamlinear ft.1,21572948600
Reinforced Concrete Decksq. ft.10,2063,1832,4304,5930
Reinforced Concrete Floor Beamlinear ft.3733400
Reinforced Concrete Top Flangesq. ft.6,0693,0772,99200
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.5050000
Reinforced Concrete Pier Caplinear ft.2132021100
Open Jointlinear ft.4800480
Movable Bearingeach30300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.775077500
Steel Protective Coatingsq. ft.4,80601,4423,3640