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SANDY BLVD over OWRR & N ACCESS ROAD

Map

Coordinates:
+45.53390, -122.62522
45°32'02" N, 122°37'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SANDY BLVD over OWRR & N ACCESS ROAD
Structure number:07026 059 00191
Location:3.0 MI E PORTLAND CC
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:41.0 ft. [12.5 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:42°
Owner:City or Municipal Highway Agency [04]
Year built:1916
Year reconstructed:1956
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:3
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:22,930 [as of 2010]
Truck traffic:11% 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: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:49.0 tons [44.5 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:87.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$456,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201587.1FairSatisfactorySatisfactorySatisfactoryFO22930
April 201376.1FairSatisfactoryFairFairFO22930
August 201181.0FairSatisfactoryFairFairFO22930
November 200981.0FairSatisfactoryFairFairFO22930
November 200781.0FairSatisfactoryFairFairFO22703
November 200594.0FairGoodSatisfactorySatisfactoryFO22042
November 200394.0FairGoodSatisfactorySatisfactoryFO21400
November 200196.0GoodGoodGoodGoodFO22300
November 199996.0GoodGoodGoodGoodFO20500
November 199796.0GoodGoodGoodGoodFO19000
November 199596.0GoodGoodGoodGoodFO19000
November 199396.0GoodGoodGoodGoodFO18100
November 199196.0GoodGoodGoodGoodFO18100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,5131,5021010
Steel Protective Coatingsq. ft.24,92024,88020200
Reinforced Concrete Girder/Beamlinear ft.3562857100
Deck
Reinforced Concrete Decksq. ft.6,3956,201154400
Wearing Surfacessq. ft.6,3956,395000
Reinforced Concrete Top Flangesq. ft.1,8501,7895830
Wearing Surfacessq. ft.1,8501,850000
Substructure
Reinforced Concrete Pier Walllinear ft.3733283690
Reinforced Concrete Abutmentlinear ft.1194366100
Prestressed Concrete Pier Caplinear ft.2020000
Joints
Other Jointlinear ft.158158000
Bearings
Movable Bearingeach4003280
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.89701900
Steel Protective Coatingsq. ft.5524975500
Reinforced Concrete Bridge Raillinear ft.81612000