I-205 (HWY 064) over HAROLD ST


+45.48272, -122.56578
45°28'58" N, 122°33'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-205 (HWY 064) over HAROLD ST
Structure number:13537 064 01811
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:155.8 ft. [47.5 m]
Deck width edge-to-edge:162.1 ft. [49.4 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:165,900 [as of 2014]
Truck traffic:8% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:88.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201588.1FairSatisfactorySatisfactorySatisfactory-165900
March 201388.2FairSatisfactorySatisfactoryGood-164700
August 201086.8FairSatisfactorySatisfactoryGood-151600
August 200884.0GoodGoodGoodGood-151600
August 200684.0GoodGoodGoodGood-147700
August 200484.0GoodGoodGoodGood-153200
August 200282.0GoodGoodVery GoodVery Good-151600
August 200082.0GoodGoodVery GoodVery Good-161200
August 199882.0GoodGoodVery GoodVery Good-161200
August 199684.0GoodGoodVery GoodVery Good-122900
August 199484.0GoodGoodVery GoodVery Good-122900
August 199284.0GoodGoodVery GoodVery Good-122900
August 199084.0GoodGoodVery GoodVery Good-107900

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.1,9801,75522500
Reinforced Concrete Top Flangesq. ft.18,25318,252100
Wearing Surfacessq. ft.17,86814,3683,50000
Reinforced Concrete Abutmentlinear ft.33326236350
Pourable Jointlinear ft.33302051280
Compression Jointlinear ft.110110000
Enclosed/Concealed Bearingeach1919000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.110704000
Steel Protective Coatingsq. ft.68234134100
Reinforced Concrete Bridge Raillinear ft.220022000