STARK STEET over I-205 (HWY 064)


+45.51902, -122.56516
45°31'08" N, 122°33'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STARK STEET over I-205 (HWY 064)
Structure number:13522 064 02062
Location:6.0 MI S ORE-WASH LINE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:137.1 ft. [41.8 m]
Total length:266.1 ft. [81.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,059 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.0 tons [60.9 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Sufficiency rating:77.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$3,105,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201777.7FairSatisfactorySatisfactorySatisfactory-20059
March 201577.7FairSatisfactorySatisfactorySatisfactory-20059
March 201366.2FairSatisfactorySatisfactoryFair-20059
August 201067.0FairSatisfactorySatisfactoryFairFO20059
August 200879.0GoodGoodGoodGoodFO20059
August 200681.0GoodGoodGoodGoodFO19282
August 200483.0FairGoodSatisfactorySatisfactory-18720
August 200272.0FairGoodFairGood-18720
August 200081.0GoodVery GoodGoodGood-14400
August 199881.0GoodVery GoodVery GoodGood-14400
August 199681.0GoodVery GoodVery GoodGood-14400
August 199481.0GoodVery GoodVery GoodGood-14400
August 199283.0GoodVery GoodVery GoodGood-14400
August 199081.0GoodVery GoodVery GoodGood-12900

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Closed Web/Box Girderlinear ft.1,59666209340
Reinforced Concrete Top Flangesq. ft.13,97613,3355401010
Reinforced Concrete Pier Walllinear ft.3131000
Reinforced Concrete Abutmentlinear ft.103643720
Compression Jointlinear ft.1030583015
Pot Bearingeach140680
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5320502300
Steel Protective Coatingsq. ft.3,29903,29900