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


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