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I-205 (HWY 064) SB over PEDESTRIAN PATH

Map

Coordinates:
+45.47257, -122.56571
45°28'21" N, 122°33'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-205 (HWY 064) SB over PEDESTRIAN PATH
Structure number:13540A064 01743
Location:0.8 MI N OF PORTLAND SCL
Purpose:Carries highway over pedestrian/bicycle trail
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:91.9 ft. [28.0 m]
Total length:268.1 ft. [81.7 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:81.4 ft. [24.8 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1974
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:151,300 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:18.9 tons [17.2 metric tons]
Inventory rating:14.6 tons [13.3 metric tons]
Sufficiency rating:52.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,373,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201552.8FairSatisfactoryGoodSatisfactoryFO151300
March 201353.3FairSatisfactoryGoodSatisfactoryFO79666
March 201189.5FairSatisfactoryGoodSatisfactory-79666
March 200990.5GoodGoodGoodGood-79666
March 200791.0GoodGoodGoodGood-74350
March 200591.0GoodGoodGoodGood-74350
March 200391.0GoodGoodVery GoodGood-75000
March 200191.0GoodGoodVery GoodGood-75000
March 199991.5GoodVery GoodVery GoodGood-69551
March 199791.5GoodVery GoodVery GoodGood-69550
March 199593.6GoodVery GoodVery GoodGood-59300
March 199393.6GoodVery GoodVery GoodGood-59300
March 199194.2GoodVery GoodVery GoodGood-50600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,4843,4325200
Deck
Reinforced Concrete Decksq. ft.21,84219,2959271,6200
Wearing Surfacessq. ft.20,90420,904000
Substructure
Reinforced Concrete Columneach62400
Reinforced Concrete Abutmentlinear ft.209197480
Reinforced Concrete Pier Caplinear ft.19815624180
Joints
Pourable Jointlinear ft.20901531838
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.80426153940