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NE HALSEY ST over B-21 X I-84/UPRR/LT RAIL

Map

Coordinates:
+45.53364, -122.59307
45°32'01" N, 122°35'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE HALSEY ST over B-21 X I-84/UPRR/LT RAIL
Structure number:07029A000000110
Location:NE 68TH AVE & NE HALSEY
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:98.1 ft. [29.9 m]
Total length:334.0 ft. [101.8 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:53°
Owner:City or Municipal Highway Agency [04]
Year built:1985
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,912 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:36.0 tons [32.7 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:77.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$3,507,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201577.0FairGoodGoodSatisfactoryFO14912
June 201377.0FairGoodGoodSatisfactoryFO14912
June 201157.3GoodGoodGoodGoodFO14912
June 200957.3GoodGoodGoodGoodFO14912
March 200959.2GoodVery GoodVery GoodGoodFO15061
October 200659.3GoodVery GoodVery GoodGoodFO14478
October 200475.1GoodVery GoodVery GoodGoodFO14478
October 200275.1GoodVery GoodVery GoodGoodFO14478
September 200075.2GoodVery GoodVery GoodVery GoodFO14050
May 199875.2GoodVery GoodVery GoodVery GoodFO14050
October 199777.3GoodVery GoodVery GoodVery GoodFO14050
December 199577.3GoodVery GoodVery GoodVery GoodFO14050
November 199578.0GoodVery GoodVery GoodVery GoodFO10500
December 199378.0GoodVery GoodVery GoodVery Good-10500
January 199277.0GoodVery GoodGoodVery Good-10250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,3153,2298330
Deck
Reinforced Concrete Top Flangesq. ft.21,04221,042000
Wearing Surfacessq. ft.36,74036,740000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.224224000
Reinforced Concrete Pier Caplinear ft.31518812700
Joints
Strip Seal Jointlinear ft.2040184200
Bearings
Elastomeric Bearingeach8080000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.658324268660
Steel Protective Coatingsq. ft.1,30001,30000