NE 53RD AVE over B-30A X I-84/LT RAIL


+45.52747, -122.60882
45°31'39" N, 122°36'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 53RD AVE over B-30A X I-84/LT RAIL
Structure number:07027B000000000
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
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:3,396 [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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:51.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,254,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201551.5FairGoodGoodSatisfactoryFO3396
June 201351.5GoodGoodGoodGoodFO3396
June 201151.5GoodGoodGoodGoodFO3396
June 200951.5GoodGoodGoodGoodFO3396
March 200976.6GoodVery GoodVery GoodVery GoodFO3430
October 200676.6GoodVery GoodVery GoodVery GoodFO3297
October 200476.6GoodVery GoodVery GoodVery GoodFO3297
October 200276.6GoodVery GoodVery GoodVery GoodFO3297
September 200078.6GoodVery GoodVery GoodVery GoodFO3200
May 199878.6GoodVery GoodVery GoodVery GoodFO3200
October 199781.6GoodVery GoodVery GoodVery Good-3200
December 199581.6GoodVery GoodVery GoodVery Good-3200
November 199590.3GoodVery GoodVery GoodVery Good-1850
December 199390.3GoodVery GoodVery GoodVery Good-1850
January 199281.7GoodVery GoodGoodGood-3200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Decksq. ft.2,8502,850000
Prestressed Concrete Decksq. ft.6,6006,598200
Wearing Surfacessq. ft.4,2002,1002,10000
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.5149200
Reinforced Concrete Pier Caplinear ft.102515100
Other Jointlinear ft.8585000
Elastomeric Bearingeach132132000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2972673000
Steel Protective Coatingsq. ft.2,4002,400000