+45.47006, -122.67845
45°28'12" N, 122°40'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SW BRIER PLACE over HWY 1 I-5
Structure number:08198 001 29755
Location:3.9 MI S OF BURNSIDE BR
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:75.1 ft. [22.9 m]
Total length:266.1 ft. [81.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:42°
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: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: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,457 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:29.6 tons [26.9 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:75.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,391,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201675.8FairFairSatisfactorySatisfactoryFO6457
January 201475.8FairFairSatisfactorySatisfactoryFO6457
January 201276.8GoodGoodGoodGoodFO6457
January 201091.0GoodGoodGoodGoodFO6457
January 200891.0GoodGoodGoodGoodFO6393
January 200694.1FairSatisfactorySatisfactoryGoodFO6026
January 200494.1FairSatisfactorySatisfactoryGoodFO5850
January 200284.2FairSatisfactoryFairGoodFO4500
January 200090.3GoodGoodGoodVery GoodFO4500
January 199890.5GoodGoodGoodVery GoodFO10000
January 199688.4GoodGoodGoodVery GoodFO10000
January 199488.4GoodGoodGoodVery GoodFO10000
January 199290.4GoodGoodGoodVery GoodFO10000

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.1,33099233800
Reinforced Concrete Top Flangesq. ft.14,6347,1503,5963,8880
Reinforced Concrete Columneach1612400
Reinforced Concrete Abutmentlinear ft.6767000
Reinforced Concrete Pier Caplinear ft.231231000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.53226626600
Steel Protective Coatingsq. ft.3,29901,6491,6500