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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201544.8Functionally obsoleteSatisfactorySatisfactorySatisfactory70844
April 201344.4Functionally obsoleteSatisfactorySatisfactorySatisfactory70844
April 201144.4Functionally obsoleteSatisfactorySatisfactorySatisfactory70844
April 200944.4Functionally obsoleteSatisfactoryGoodGood70844
April 200744.4Functionally obsoleteSatisfactoryGoodGood68100
April 200544.4Functionally obsoleteSatisfactorySatisfactorySatisfactory68100
April 200364.0Functionally obsoleteSatisfactoryGoodGood63180
May 200264.0Functionally obsoleteSatisfactoryVery GoodGood63180
May 200064.0Functionally obsoleteSatisfactoryVery GoodGood48600
20000.0Not applicable---116000
May 199868.4Functionally obsoleteGoodGoodSatisfactory27600
May 199668.4Functionally obsoleteGoodGoodSatisfactory27600
May 199468.8Functionally obsoleteGoodGoodSatisfactory27600
May 199268.8Functionally obsoleteGoodGoodSatisfactory27600
May 199071.2Functionally obsoleteVery GoodGoodSatisfactory26050