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SANDY BLVD over HWY 2 I-84 & LRT TRACKS

Map

Coordinates:
+45.53368, -122.62574
45°32'01" N, 122°37'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SANDY BLVD over HWY 2 I-84 & LRT TRACKS
Structure number:07026A059 00191
Location:3.0 MI E OF PORTLAND CC
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:185.4 ft. [56.5 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:79.1 ft. [24.1 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,930 [as of 2010]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:79.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,436,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201579.3GoodGoodGoodGoodFO22930
April 201379.3GoodGoodGoodGoodFO22930
August 201179.3GoodGoodGoodGoodFO22930
November 200978.3GoodGoodGoodGoodFO22930
November 200792.0GoodGoodGoodGoodFO22703
November 200594.0GoodGoodGoodGoodFO22042
November 200394.0GoodGoodGoodGoodFO21400
November 200196.0GoodGoodGoodGoodFO22300
November 199996.0GoodVery GoodVery GoodGoodFO20500
November 199796.0GoodVery GoodVery GoodGoodFO19000
November 199596.0GoodVery GoodVery GoodGoodFO19000
November 199396.0GoodVery GoodVery GoodGoodFO18100
November 199196.0GoodVery GoodVery GoodGood-18100

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.3,5213,521000
Deck
Reinforced Concrete Decksq. ft.2,1462,146000
Reinforced Concrete Top Flangesq. ft.14,63814,638000
Wearing Surfacessq. ft.14,63814,638000
Substructure
Reinforced Concrete Columneach104510
Reinforced Concrete Abutmentlinear ft.104802400
Reinforced Concrete Pier Caplinear ft.2522282400
Joints
Pourable Jointlinear ft.3030000
Other Jointlinear ft.3159122400
Bearings
Elastomeric Bearingeach228228000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3703502000
Steel Protective Coatingsq. ft.2,2952,17512000