NE 33RD AVE over B-16A X I-84/LT RAIL


+45.53408, -122.63065
45°32'03" N, 122°37'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 33RD AVE over B-16A X I-84/LT RAIL
Structure number:07025A000000019
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:83.0 ft. [25.3 m]
Total length:269.0 ft. [82.0 m]
Roadway width between curbs:50.5 ft. [15.4 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:26°
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:2
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:21,227 [as of 2010]
Truck traffic:10% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:76.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201576.4FairGoodGoodSatisfactory-21227
June 201376.4GoodGoodGoodGood-21227
June 201176.4GoodGoodGoodGood-21227
June 200976.4GoodGoodGoodGood-21227
March 200976.4GoodVery GoodVery GoodGood-21439
October 200676.5GoodVery GoodVery GoodGood-20609
October 200476.5GoodVery GoodVery GoodGood-20609
October 200276.5GoodVery GoodVery GoodVery Good-20609
September 200077.6GoodExcellentVery GoodVery Good-20000
May 199877.6GoodExcellentVery GoodVery Good-20000
October 199778.6GoodExcellentVery GoodVery Good-20000
December 199578.6GoodExcellentVery GoodVery Good-20000
November 199579.3GoodExcellentVery GoodVery Good-18150
December 199379.3GoodExcellentVery GoodVery Good-18150
January 199279.2GoodVery GoodGoodGood-19100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.1,01085715030
Reinforced Concrete Decksq. ft.1,2001,200000
Prestressed Concrete Decksq. ft.10,26010,260000
Wearing Surfacessq. ft.8,6008,600000
Reinforced Concrete Top Flangesq. ft.6,10006,10000
Wearing Surfacessq. ft.5,0005,000000
Reinforced Concrete Columneach95310
Reinforced Concrete Abutmentlinear ft.88444400
Reinforced Concrete Pier Caplinear ft.240024000
Other Jointlinear ft.283283000
Elastomeric Bearingeach120120000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.500050000
Steel Protective Coatingsq. ft.2,0001,20080000