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