Bridge Statistics for Milwaukie, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 341ft / 104mTotal length
- $10,464,000Total costs
- 368,537Total average daily traffic
- 20,835Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milwaukie
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 21950-1959
- 101960-1969
- 31970-1979
- 41990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 11.1%Very good
- 27.8%Good
- 61.1%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 16.7%Good
- 72.2%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 16.7%Good
- 44.4%Satisfactory
- 27.8%Fair
- Bridge Condition - Channel
- 26.7%Very good
- 20.0%Good
- 40.0%Satisfactory
- 13.3%Fair
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Structure Number: 1137B, Location: 0001 MI NW MCLOUGHLIN BLV (Lat: 45.446561, Lng: -122.643258), Route carried "on" structure: City street 9761, Year Built: 1993, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 15,104 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 20,940 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: CO RD 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1137B, Location: 0001 MI NW MCLOUGHLIN BLV (Lat: 45.446561, Lng: -122.643258), Route carried "on" structure: City street 9761, Year Built: 1993, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 15,104 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 20,940 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: CO RD 77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 26.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1949 01E 00597, Location: at Milwaukie CC (Lat: 45.441711, Lng: -122.641839), Route carried "on" structure: State highway 99, Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,143 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 33,300 (year 2040), Design Load: H 15, Features Intersected: Kellogg Lake Outlet
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.608, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1949 01E 00597, Location: at Milwaukie CC (Lat: 45.441711, Lng: -122.641839), Route carried "on" structure: State highway 99, Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,143 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 33,300 (year 2040), Design Load: H 15, Features Intersected: Kellogg Lake Outlet
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.608, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5C06, Location: 0020 MI E SE 17TH AVE (Lat: 45.453175, Lng: -122.643289), Route carried "on" structure: Business City street C0000, Year Built: 1963, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 278 (year 2025), Design Load: H 20, Features Intersected: JOHNSON CR, Facility Carried by Structure: MILLPORT SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5C06, Location: 0020 MI E SE 17TH AVE (Lat: 45.453175, Lng: -122.643289), Route carried "on" structure: Business City street C0000, Year Built: 1963, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 278 (year 2025), Design Load: H 20, Features Intersected: JOHNSON CR, Facility Carried by Structure: MILLPORT SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6056 368 0002, Location: AT MILWAUKIE SCL (Lat: 45.433389, Lng: -122.631069), Route carried "on" structure: County highway 9665, Year Built: 1953, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 10,094 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,239 (year 2025), Design Load: HS 20, Features Intersected: KELLOGG CREEK, Facility Carried by Structure: OATFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $799,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 6056 368 0002, Location: AT MILWAUKIE SCL (Lat: 45.433389, Lng: -122.631069), Route carried "on" structure: County highway 9665, Year Built: 1953, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 10,094 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,239 (year 2025), Design Load: HS 20, Features Intersected: KELLOGG CREEK, Facility Carried by Structure: OATFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $799,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 6076B062 00172, Location: 3 MI E HWY212 OVERPASS (Lat: 45.430003, Lng: -122.600025), Route carried "on" structure: County highway 9659, Year Built: 1970, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,974 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,059 (year 2025), Design Load: HS 20, Features Intersected: MT SCOTT CREEK, Facility Carried by Structure: LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6076B062 00172, Location: 3 MI E HWY212 OVERPASS (Lat: 45.430003, Lng: -122.600025), Route carried "on" structure: County highway 9659, Year Built: 1970, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,974 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,059 (year 2025), Design Load: HS 20, Features Intersected: MT SCOTT CREEK, Facility Carried by Structure: LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6455 033 00015, Location: 700 FT S JOHNSON CR BLVD (Lat: 45.455944, Lng: -122.604578), Route carried "on" structure: County highway 9717, Year Built: 1935, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,100 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 14,200 (year 2038), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: STANLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $256,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6455 033 00015, Location: 700 FT S JOHNSON CR BLVD (Lat: 45.455944, Lng: -122.604578), Route carried "on" structure: County highway 9717, Year Built: 1935, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 14,100 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 14,200 (year 2038), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: STANLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $256,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6492 031 0002, Location: BTWN LAKE RD&HWY 212 (Lat: 45.429069, Lng: -122.601281), Route carried "on" structure: County highway 9687, Year Built: 1937, Year Reconstructed: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,442 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,462 (year 2025), Features Intersected: MT SCOTT CREEK, Facility Carried by Structure: RUSK ROAD (N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6492 031 0002, Location: BTWN LAKE RD&HWY 212 (Lat: 45.429069, Lng: -122.601281), Route carried "on" structure: County highway 9687, Year Built: 1937, Year Reconstructed: 1960, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,442 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,462 (year 2025), Features Intersected: MT SCOTT CREEK, Facility Carried by Structure: RUSK ROAD (N)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6546 149 00161, Location: 0.07 MI S OF JOHN CR BLVD (Lat: 45.454731, Lng: -122.598989), Route carried "on" structure: County highway 9727, Year Built: 1938, Year Reconstructed: 1953, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,673 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,783 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LINWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $20,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6546 149 00161, Location: 0.07 MI S OF JOHN CR BLVD (Lat: 45.454731, Lng: -122.598989), Route carried "on" structure: County highway 9727, Year Built: 1938, Year Reconstructed: 1953, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 7,673 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,783 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: LINWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $20,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6556 000 00019, Location: 00.2 MI S OF JOHN CR BLVD (Lat: 45.457139, Lng: -122.607361), Route carried "on" structure: County highway C1283, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 982 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,083 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: SE 55TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6556 000 00019, Location: 00.2 MI S OF JOHN CR BLVD (Lat: 45.457139, Lng: -122.607361), Route carried "on" structure: County highway C1283, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 982 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,083 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: SE 55TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9554 171 00038, Location: 0.5 MI N OF MILWAUKIE CC (Lat: 45.448742, Lng: -122.636489), Route carried "on" structure: State highway 224, Year Built: 1968, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 24,798 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,100 (year 2040), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,256,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9554 171 00038, Location: 0.5 MI N OF MILWAUKIE CC (Lat: 45.448742, Lng: -122.636489), Route carried "on" structure: State highway 224, Year Built: 1968, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 24,798 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,100 (year 2040), Design Load: HS 20, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $785,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,256,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9623 171C00242, Location: 3.0 MI SE OF MILWAUKIE CC (Lat: 45.430169, Lng: -122.606550), Route carried "on" structure: City street 224, Year Built: 1970, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 27,442 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HS 20, Features Intersected: HWY 171, Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9623 171C00242, Location: 3.0 MI SE OF MILWAUKIE CC (Lat: 45.430169, Lng: -122.606550), Route carried "on" structure: City street 224, Year Built: 1970, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 27,442 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HS 20, Features Intersected: HWY 171, Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.895, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.7m (163.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "on" structure: State highway 224, Year Built: 1969, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 24,798 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,100 (year 2040), Design Load: HS 20, Features Intersected: OR 99E (HWY 81)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "on" structure: State highway 224, Year Built: 1969, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 24,798 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,100 (year 2040), Design Load: HS 20, Features Intersected: OR 99E (HWY 81)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9669A171C00033, Location: HWY 171AA OVER HWY 81 (Lat: 45.450125, Lng: -122.641611), Route carried "on" structure: Ramp State highway 224, Year Built: 1994, Status: Open, Structure Length: 39.17m (128.51ft), Average Daily Traffic: 10,274 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,700 (year 2030), Design Load: HS 25 or greater, Features Intersected: OR 99E (HWY 81)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.20m (128.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,890,000, Roadway Improvement Cost: $489,000, Total Project Cost: $7,825,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 9669A171C00033, Location: HWY 171AA OVER HWY 81 (Lat: 45.450125, Lng: -122.641611), Route carried "on" structure: Ramp State highway 224, Year Built: 1994, Status: Open, Structure Length: 39.17m (128.51ft), Average Daily Traffic: 10,274 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,700 (year 2030), Design Load: HS 25 or greater, Features Intersected: OR 99E (HWY 81)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 1, Length of Maximum Span: 85.3m (279.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.20m (128.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $4,890,000, Roadway Improvement Cost: $489,000, Total Project Cost: $7,825,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 9670A01EC00551, Location: AT HWY 81 & 171 INTCHGE (Lat: 45.448475, Lng: -122.642842), Route carried "on" structure: Ramp State highway 99, Year Built: 1968, Year Reconstructed: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,847 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,250 (year 2040), Design Load: HS 25 or greater, Features Intersected: Johnson CK, Facility Carried by Structure: Hwy 81SB - Hwy 171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.867, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 9670A01EC00551, Location: AT HWY 81 & 171 INTCHGE (Lat: 45.448475, Lng: -122.642842), Route carried "on" structure: Ramp State highway 99, Year Built: 1968, Year Reconstructed: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,847 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,250 (year 2040), Design Load: HS 25 or greater, Features Intersected: Johnson CK, Facility Carried by Structure: Hwy 81SB - Hwy 171
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.867, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 9831 171 00264, Location: 0.07 MI W OF SE RUSK RD (Lat: 45.428419, Lng: -122.602589), Route carried "on" structure: State highway 224, Year Built: 1969, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 27,442 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HS 20, Features Intersected: MT SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9831 171 00264, Location: 0.07 MI W OF SE RUSK RD (Lat: 45.428419, Lng: -122.602589), Route carried "on" structure: State highway 224, Year Built: 1969, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 27,442 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 35,900 (year 2040), Design Load: HS 20, Features Intersected: MT SCOTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 36.1m (118.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20408 028 0006, Location: 06 MI W OF SE 82ND AVE (Lat: 45.455892, Lng: -122.590722), Route carried "on" structure: County highway 9704, Year Built: 2006, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 14,098 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,548 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: JOHNSON CREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 69.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 20408 028 0006, Location: 06 MI W OF SE 82ND AVE (Lat: 45.455892, Lng: -122.590722), Route carried "on" structure: County highway 9704, Year Built: 2006, Status: Open, Structure Length: 2.58m (8.46ft), Average Daily Traffic: 14,098 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,548 (year 2025), Features Intersected: JOHNSON CREEK, Facility Carried by Structure: JOHNSON CREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 69.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 22355, Location: 0.63 Mile West I-205 (Lat: 45.438319, Lng: -122.581200), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 12,215 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 16,493 (year 2025), Design Load: HL 93, Features Intersected: Phillips Creek, Facility Carried by Structure: SE Montery Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22355, Location: 0.63 Mile West I-205 (Lat: 45.438319, Lng: -122.581200), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 12,215 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 16,493 (year 2025), Design Load: HL 93, Features Intersected: Phillips Creek, Facility Carried by Structure: SE Montery Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22877, Location: East bound off of Hwy 081 (Lat: 45.441800, Lng: -122.642200), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 90 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 99 (year 2030), Design Load: HL 93, Features Intersected: Kellogg Creek, Facility Carried by Structure: SE Washington St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22877, Location: East bound off of Hwy 081 (Lat: 45.441800, Lng: -122.642200), Route carried "on" structure: City street , Year Built: 2018, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 90 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 99 (year 2030), Design Load: HL 93, Features Intersected: Kellogg Creek, Facility Carried by Structure: SE Washington St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9554 171 00038, Location: 0.5 MI N OF MILWAUKIE CC (Lat: 45.448742, Lng: -122.636489), Route carried "under" structure: City street C0000, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2010), Truck Traffic: 5%, Features Intersected: UPRR, Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 9554 171 00038, Location: 0.5 MI N OF MILWAUKIE CC (Lat: 45.448742, Lng: -122.636489), Route carried "under" structure: City street C0000, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 2010), Truck Traffic: 5%, Features Intersected: UPRR, Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 9623 171C00242, Location: 3.0 MI SE OF MILWAUKIE CC (Lat: 45.430169, Lng: -122.606550), Route carried "under" structure: State highway 224, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 27,442 (year 2020), Truck Traffic: 7%, Features Intersected: HWY 171, Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 3.895, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.7m (163.1ft)
Structure Number: 9623 171C00242, Location: 3.0 MI SE OF MILWAUKIE CC (Lat: 45.430169, Lng: -122.606550), Route carried "under" structure: State highway 224, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 27,442 (year 2020), Truck Traffic: 7%, Features Intersected: HWY 171, Facility Carried by Structure: HARMONY RD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 3.895, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.7m (163.1ft)
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Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: Ramp State highway 99, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 9,486 (year 2020), Truck Traffic: 5%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: Ramp State highway 99, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 9,486 (year 2020), Truck Traffic: 5%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: State highway 99, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 33,300 (year 2017), Truck Traffic: 2%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: State highway 99, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 33,300 (year 2017), Truck Traffic: 2%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: State highway 99, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 21,694 (year 2020), Truck Traffic: 3%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
Structure Number: 9668 171 00011, Location: HWY 171 over HWY 081 (Lat: 45.449156, Lng: -122.642244), Route carried "under" structure: State highway 99, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 21,694 (year 2020), Truck Traffic: 3%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 8.787, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 50.3m (165.0ft)
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Structure Number: 9669A171C00033, Location: HWY 171AA OVER HWY 81 (Lat: 45.450125, Lng: -122.641611), Route carried "under" structure: County highway , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.3m (279.9ft)
Structure Number: 9669A171C00033, Location: HWY 171AA OVER HWY 81 (Lat: 45.450125, Lng: -122.641611), Route carried "under" structure: County highway , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2019), Truck Traffic: 5%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.3m (279.9ft)
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Structure Number: 9669A171C00033, Location: HWY 171AA OVER HWY 81 (Lat: 45.450125, Lng: -122.641611), Route carried "under" structure: State highway 99, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,847 (year 2020), Truck Traffic: 3%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 8.674, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.3m (279.9ft)
Structure Number: 9669A171C00033, Location: HWY 171AA OVER HWY 81 (Lat: 45.450125, Lng: -122.641611), Route carried "under" structure: State highway 99, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 10,847 (year 2020), Truck Traffic: 3%, Features Intersected: OR 99E (HWY 81), Facility Carried by Structure: OR 224 (HWY 171)
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 8.674, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 85.3m (279.9ft)