102ND AVE over I-84 (HWY 002)


+45.54551, -122.55782
45°32'44" N, 122°33'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:102ND AVE over I-84 (HWY 002)
Structure number:02163A002 00673
Location:3.0 MI E OF NE 60TH AVE
Purpose:Carries highway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:122.1 ft. [37.2 m]
Total length:649.0 ft. [197.8 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,572 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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: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:38.9 tons [35.4 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:71.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$7,141,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201571.6FairFairSatisfactorySatisfactoryFO8572
April 201371.6FairFairSatisfactorySatisfactoryFO8572
April 201171.6FairFairSatisfactorySatisfactoryFO8572
April 200971.6FairFairSatisfactorySatisfactoryFO8572
April 200771.8FairFairSatisfactorySatisfactoryFO8240
April 200560.5FairFairSatisfactoryFairFO12360
April 200354.5FairFairGoodFairFO12000
May 200254.5FairFairGoodFairFO12000
May 200027.3FairFairGoodFairFO42900
May 199862.3FairFairGoodGoodFO10900
May 199663.4GoodGoodGoodGoodFO10900
May 199460.1FairSatisfactoryGoodSatisfactoryFO10900
May 199264.5FairSatisfactoryGoodSatisfactoryFO10900
May 199066.0FairSatisfactoryGoodGoodFO10400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,3472691,07800
Steel Protective Coatingsq. ft.22,18513,3114,4374,4370
Reinforced Concrete Girder/Beamlinear ft.3,3211,6251,69600
Steel Stringerlinear ft.2401806000
Steel Protective Coatingsq. ft.1,27695731900
Reinforced Concrete Stringerlinear ft.733570147160
Reinforced Concrete Decksq. ft.12,3799,3915502,4380
Steel Floor Beamlinear ft.1501133700
Steel Protective Coatingsq. ft.1,2606303153150
Reinforced Concrete Floor Beamlinear ft.20012070100
Reinforced Concrete Top Flangesq. ft.30,52126,3986443,4790
Reinforced Concrete Columneach522913100
Reinforced Concrete Abutmentlinear ft.6666000
Reinforced Concrete Pier Caplinear ft.7266903150
Compression Jointlinear ft.890069479342
Open Jointlinear ft.649064900
Other Jointlinear ft.6006000
Movable Bearingeach5200520
Fixed Bearingeach1100110
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.27511016500
Steel Protective Coatingsq. ft.1,7057853305900
Reinforced Concrete Bridge Raillinear ft.1,261471757330