NE 60TH AVE over B-31A X I-84/LT RAIL


+45.52887, -122.60219
45°31'44" N, 122°36'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 60TH AVE over B-31A X I-84/LT RAIL
Structure number:07028B000000032
Location:2 BL N OF GLISAN ST
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:66.9 ft. [20.4 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:38°
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:3
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:14,010 [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:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:91.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,632,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201591.5FairGoodSatisfactorySatisfactoryFO14010
June 201391.5FairGoodSatisfactorySatisfactoryFO14010
June 201191.5FairGoodGoodSatisfactoryFO14010
June 200991.5FairGoodGoodSatisfactoryFO14010
March 200993.4GoodVery GoodGoodGoodFO14150
October 200693.5GoodVery GoodGoodGoodFO13602
October 200492.4GoodVery GoodGoodGoodFO13602
October 200292.4GoodVery GoodGoodGoodFO13602
September 200092.4GoodVery GoodVery GoodGoodFO13200
May 199892.7GoodVery GoodVery GoodGoodFO13200
October 199795.7GoodVery GoodVery GoodGood-13200
December 199595.7GoodVery GoodVery GoodGood-13200
November 199596.2GoodVery GoodVery GoodGood-10250
December 199396.2GoodVery GoodVery GoodGood-10250
January 199296.9GoodVery GoodGoodGood-14000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Decksq. ft.3,7203,710550
Prestressed Concrete Decksq. ft.14,88014,878200
Reinforced Concrete Columneach88000
Reinforced Concrete Pier Walllinear ft.108931500
Reinforced Concrete Abutmentlinear ft.108882000
Reinforced Concrete Pier Caplinear ft.2161803600
Other Jointlinear ft.250250000
Elastomeric Bearingeach240240000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.26401321320