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BURNSIDE ST over HWY 61

Map 

Coordinates:
+45.52290, -122.68600
45°31'22" N, 122°41'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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