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BURNSIDE ST over HWY 61

Map

Coordinates:
+45.52290, -122.68600
45°31'22" N, 122°41'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BURNSIDE ST over HWY 61
Structure number:09281 061 00220
Location:0.2 MI N OF SW YAMHILL
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:92.9 ft. [28.3 m]
Total length:159.8 ft. [48.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1968
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:Prestressed concrete continuous [6]
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:22.8 tons [20.7 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:38.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,463,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201538.8FairSatisfactorySatisfactorySatisfactoryFO100000
July 201359.0FairSatisfactoryGoodSatisfactoryFO93500
July 201159.0FairSatisfactoryGoodGoodFO93500
April 201059.0FairSatisfactoryGoodGoodFO93500
July 200862.0FairSatisfactoryGoodGoodFO93500
April 200673.1FairSatisfactoryGoodGoodFO30179
April 200473.2FairSatisfactoryGoodGoodFO29300
March 200265.9GoodGoodGoodGoodFO86500
March 200063.9GoodGoodGoodGoodFO86500
March 199872.9GoodGoodGoodGoodFO16000
March 199673.4GoodGoodGoodGoodFO16000
March 199473.4GoodGoodGoodGoodFO16000
March 199275.4GoodGoodGoodGoodFO16000
March 199075.4GoodGoodGoodGoodFO15100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.95965930000
Deck
Reinforced Concrete Top Flangesq. ft.8,7868,656101200
Concrete Protective Coatingsq. ft.7,0297,029000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Pier Walllinear ft.581820200
Reinforced Concrete Abutmentlinear ft.5605600
Reinforced Concrete Pier Caplinear ft.5452200
Joints
Compression Jointlinear ft.1148901015
Bearings
Movable Bearingeach1401400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000