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HALSEY ST over I-84, I-205, LTR, UPRR

Map

Coordinates:
+45.53392, -122.58021
45°32'02" N, 122°34'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HALSEY ST over I-84, I-205, LTR, UPRR
Structure number:13516 002 00582
Location:0.8 MI E OF 82ND AVE
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:178.2 ft. [54.3 m]
Total length:1142.1 ft. [348.1 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:7
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:70,844 [as of 2010]
Truck traffic:6% 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 corrrective action [3]
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:27.8 tons [25.3 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:44.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$11,894,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201544.8FairSatisfactorySatisfactorySatisfactoryFO70844
April 201344.4FairSatisfactorySatisfactorySatisfactoryFO70844
April 201144.4FairSatisfactorySatisfactorySatisfactoryFO70844
April 200944.4FairSatisfactoryGoodGoodFO70844
April 200744.4FairSatisfactoryGoodGoodFO68100
April 200544.4FairSatisfactorySatisfactorySatisfactoryFO68100
April 200364.0FairSatisfactoryGoodGoodFO63180
May 200264.0FairSatisfactoryVery GoodGoodFO63180
May 200064.0FairSatisfactoryVery GoodGoodFO48600
May 199868.4FairGoodGoodSatisfactoryFO27600
May 199668.4FairGoodGoodSatisfactoryFO27600
May 199468.8FairGoodGoodSatisfactoryFO27600
May 199268.8FairGoodGoodSatisfactoryFO27600
May 199071.2FairVery GoodGoodSatisfactoryFO26050

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.7,9946,3051,68270
Reinforced Concrete Floor Beamlinear ft.119119000
Deck
Reinforced Concrete Top Flangesq. ft.71,87571,5901801050
Substructure
Reinforced Concrete Columneach60600
Reinforced Concrete Abutmentlinear ft.2041238100
Reinforced Concrete Pier Caplinear ft.329327200
Joints
Compression Jointlinear ft.131005279
Bearings
Movable Bearingeach2002000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,2841,94134300
Steel Protective Coatingsq. ft.14,16314,163000
Reinforced Concrete Bridge Raillinear ft.1,14291422800