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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201538.8Functionally obsoleteSatisfactorySatisfactorySatisfactory100000
July 201359.0Functionally obsoleteSatisfactoryGoodSatisfactory93500
July 201159.0Functionally obsoleteSatisfactoryGoodGood93500
April 201059.0Functionally obsoleteSatisfactoryGoodGood93500
July 200862.0Functionally obsoleteSatisfactoryGoodGood93500
April 200673.1Functionally obsoleteSatisfactoryGoodGood30179
April 200473.2Functionally obsoleteSatisfactoryGoodGood29300
March 200265.9Functionally obsoleteGoodGoodGood86500
March 200063.9Functionally obsoleteGoodGoodGood86500
20000.0Not applicable---78300
March 199872.9Functionally obsoleteGoodGoodGood16000
March 199673.4Functionally obsoleteGoodGoodGood16000
March 199473.4Functionally obsoleteGoodGoodGood16000
March 199275.4Functionally obsoleteGoodGoodGood16000
March 199075.4Functionally obsoleteGoodGoodGood15100