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NE 39TH AVE over B-28 OVER I-84 AND UPRR

Map

Coordinates:
+45.53336, -122.62292
45°32'00" N, 122°37'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 39TH AVE over B-28 OVER I-84 AND UPRR
Structure number:07042B000000000
Location:IMMEDIATELY S. OF HALSEY
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:18°
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:6
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
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:19,158 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:91.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$4,867,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201591.1FairGoodSatisfactorySatisfactoryFO19158
June 201391.1FairGoodSatisfactorySatisfactoryFO19158
June 201192.1FairGoodSatisfactoryGoodFO19158
June 200992.1GoodGoodGoodGoodFO19158
March 200994.1GoodGoodGoodGoodFO19350
October 200694.2GoodGoodGoodGoodFO18600
October 200494.2GoodVery GoodGoodGoodFO18600
October 200294.2GoodVery GoodGoodGoodFO18600
September 200094.2GoodVery GoodGoodGoodFO18050
May 199894.2GoodExcellentVery GoodVery GoodFO18050
September 199794.2GoodExcellentVery GoodVery GoodFO18050
May 199694.2GoodExcellentVery GoodVery GoodFO18050
October 199594.3GoodExcellentVery GoodVery GoodFO21800
November 199394.3GoodExcellentVery GoodVery Good-21800
December 199194.4GoodExcellentGoodGood-20900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Decksq. ft.5,4005,398200
Prestressed Concrete Decksq. ft.26,80026,794420
Wearing Surfacessq. ft.22,700022,70000
Substructure
Reinforced Concrete Columneach2081200
Reinforced Concrete Abutmentlinear ft.210210000
Reinforced Concrete Pier Caplinear ft.460046000
Joints
Compression Jointlinear ft.1661432300
Other Jointlinear ft.497497000
Bearings
Elastomeric Bearingeach552552000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.602060020
Steel Protective Coatingsq. ft.1,2001,200000