Bridge Statistics for Wilsonville, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 492ft / 150mTotal length
- $343,000Total costs
- 1,316,538Total average daily traffic
- 207,944Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wilsonville
- No street view available for this location
- New bridges - historical statistics
- 61950-1959
- 51960-1969
- 91970-1979
- 11980-1989
- 41990-1999
- 82000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- Bridge Condition - Deck
- 10.0%Very good
- 40.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 10.0%Very good
- 35.0%Good
- 50.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 15.0%Very good
- 35.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 55.6%Good
- 33.3%Fair
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Structure Number: 2254A001 28311, Location: AT WILLAMETTE RIVER (Lat: 45.291753, Lng: -122.769322), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1970, Status: Open, Structure Length: 34.65m (113.68ft), Average Daily Traffic: 112,440 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 152,400 (year 2040), Design Load: HS 20, Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 455.621, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.6m (113.5ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 22.9m (75.1ft), Horizontal Clearance: 73.2m (240.2ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 34.6m (113.5ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.6 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: 19.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2254A001 28311, Location: AT WILLAMETTE RIVER (Lat: 45.291753, Lng: -122.769322), Route carried "on" structure: Interstate 5, Year Built: 1953, Year Reconstructed: 1970, Status: Open, Structure Length: 34.65m (113.68ft), Average Daily Traffic: 112,440 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 152,400 (year 2040), Design Load: HS 20, Features Intersected: WILLAMETTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 455.621, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.6m (113.5ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 22.9m (75.1ft), Horizontal Clearance: 73.2m (240.2ft)), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 34.6m (113.5ft), Out-to-Out Width: 36.4m (119.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 25.6 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: 19.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2020, Critical Feature Inspection Date: January 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6015 013 00437, Location: 015 MI SW WILSONVILLE (Lat: 45.293181, Lng: -122.804489), Route carried "on" structure: County highway A619, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,626 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,666 (year 2025), Features Intersected: CORRAL CREEK, Facility Carried by Structure: WILSONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.550, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 23.7 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: 18.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6015 013 00437, Location: 015 MI SW WILSONVILLE (Lat: 45.293181, Lng: -122.804489), Route carried "on" structure: County highway A619, Year Built: 1958, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,626 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,666 (year 2025), Features Intersected: CORRAL CREEK, Facility Carried by Structure: WILSONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.550, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 23.7 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: 18.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: March 2020, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $174,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6096 000 0005, Location: 00.5 MI N OF WILSONVILLE (Lat: 45.294450, Lng: -122.814181), Route carried "on" structure: County highway C0013, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 604 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 666 (year 2025), Design Load: HS 20, Features Intersected: CORRAL CREEK, Facility Carried by Structure: GRAHAMS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $169,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6096 000 0005, Location: 00.5 MI N OF WILSONVILLE (Lat: 45.294450, Lng: -122.814181), Route carried "on" structure: County highway C0013, Year Built: 1968, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 604 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 666 (year 2025), Design Load: HS 20, Features Intersected: CORRAL CREEK, Facility Carried by Structure: GRAHAMS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $11,000, Total Project Cost: $169,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7579A141 01284, Location: 4.0 MI S OF TUALATIN R (Lat: 45.336125, Lng: -122.769339), Route carried "on" structure: State highway 141, Year Built: 1970, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 29,837 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 58,200 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.664, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.1 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: 23.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7579A141 01284, Location: 4.0 MI S OF TUALATIN R (Lat: 45.336125, Lng: -122.769339), Route carried "on" structure: State highway 141, Year Built: 1970, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 29,837 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 58,200 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.664, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 43.0m (141.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 26.6m (87.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.1 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: 23.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7624A001 28259, Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289, Lng: -122.769403), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 2,544 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 3,278 (year 2030), Design Load: HS 20, Features Intersected: I-5 (Hwy 1), Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.785, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7624A001 28259, Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289, Lng: -122.769403), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 2,544 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 3,278 (year 2030), Design Load: HS 20, Features Intersected: I-5 (Hwy 1), Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.785, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7624B001 28217, Location: 018 MI N MARION CLACK LN (Lat: 45.283114, Lng: -122.770097), Route carried "on" structure: Ramp Interstate 5, Year Built: 1971, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 420 (year 2030), Design Load: HS 20, Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.109, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.7 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: 16.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7624B001 28217, Location: 018 MI N MARION CLACK LN (Lat: 45.283114, Lng: -122.770097), Route carried "on" structure: Ramp Interstate 5, Year Built: 1971, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 319 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 420 (year 2030), Design Load: HS 20, Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.109, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 21.7 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: 16.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 110,869 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 149,200 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 458.470, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 48.9m (160.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.5 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: 40.5 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 110,869 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 149,200 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 458.470, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 48.9m (160.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.5 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: 40.5 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7795A001 28067, Location: 088 MI N OF OR214 (Lat: 45.259611, Lng: -122.786711), Route carried "on" structure: Interstate 5, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HS 20, Features Intersected: Arndt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 7795A001 28067, Location: 088 MI N OF OR214 (Lat: 45.259611, Lng: -122.786711), Route carried "on" structure: Interstate 5, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HS 20, Features Intersected: Arndt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 7795B001 28067, Location: 088 MI N OF OR214 (Lat: 45.259528, Lng: -122.786256), Route carried "on" structure: Interstate 5, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HS 20, Features Intersected: Arndt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 7795B001 28067, Location: 088 MI N OF OR214 (Lat: 45.259528, Lng: -122.786256), Route carried "on" structure: Interstate 5, Year Built: 1955, Year Reconstructed: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HS 20, Features Intersected: Arndt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 9870 001 28243, Location: 021 MI N MARION-CLACK LN (Lat: 45.281786, Lng: -122.768569), Route carried "on" structure: Ramp State highway 5, Year Built: 1971, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 482 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 490 (year 2030), Design Load: HS 20, Features Intersected: Hwy 51 NB, Facility Carried by Structure: Hwy 1 Conn #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.527, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.8 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: 33.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9870 001 28243, Location: 021 MI N MARION-CLACK LN (Lat: 45.281786, Lng: -122.768569), Route carried "on" structure: Ramp State highway 5, Year Built: 1971, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 482 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 490 (year 2030), Design Load: HS 20, Features Intersected: Hwy 51 NB, Facility Carried by Structure: Hwy 1 Conn #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.527, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.8 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: 33.0 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 16627 000 01262, Location: MP 12.62 WILSONVILLE RD (Lat: 45.303139, Lng: -122.756531), Route carried "on" structure: City street C0000, Year Built: 1986, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 11,613 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,808 (year 2025), Features Intersected: BOECKMAN CREEK, Facility Carried by Structure: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.310, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 35.3 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: 27.2 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16627 000 01262, Location: MP 12.62 WILSONVILLE RD (Lat: 45.303139, Lng: -122.756531), Route carried "on" structure: City street C0000, Year Built: 1986, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 11,613 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,808 (year 2025), Features Intersected: BOECKMAN CREEK, Facility Carried by Structure: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.310, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 35.3 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: 27.2 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17995 001 28388, Location: 0.8 MI N OF WILLAMETTE R (Lat: 45.302931, Lng: -122.769061), Route carried "on" structure: Interstate 5, Year Built: 1999, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 74,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 456.877, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.6 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: 27.5 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17995 001 28388, Location: 0.8 MI N OF WILLAMETTE R (Lat: 45.302931, Lng: -122.769061), Route carried "on" structure: Interstate 5, Year Built: 1999, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 74,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 456.877, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.6 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: 27.5 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 17996 001 28388, Location: 0.74 M N OF WILLAMETTE R (Lat: 45.302939, Lng: -122.769511), Route carried "on" structure: Interstate 5, Year Built: 1999, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 74,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 456.812, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 27.5 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17996 001 28388, Location: 0.74 M N OF WILLAMETTE R (Lat: 45.302939, Lng: -122.769511), Route carried "on" structure: Interstate 5, Year Built: 1999, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 74,600 (year 2040), Design Load: HS 25 or greater, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 456.812, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 27.5 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 20118 028 00185, Location: .02 Mi N. of Homesteader (Lat: 45.332331, Lng: -122.716331), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 16,900 (year 2038), Design Load: HL 93, Features Intersected: NEWLAND CREEK, Facility Carried by Structure: NEWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 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: 34.3 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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, Membrane: Preformed Fabric
Structure Number: 20118 028 00185, Location: .02 Mi N. of Homesteader (Lat: 45.332331, Lng: -122.716331), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 16,800 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 16,900 (year 2038), Design Load: HL 93, Features Intersected: NEWLAND CREEK, Facility Carried by Structure: NEWLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 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: 34.3 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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, Membrane: Preformed Fabric
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Structure Number: 20227, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.316311, Lng: -122.783931), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 3,373 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,720 (year 2025), Design Load: HL 93, Features Intersected: SEELEY DITCH, Facility Carried by Structure: BOECKMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.7 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: 35.3 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: 20227, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.316311, Lng: -122.783931), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 12.28m (40.29ft), Average Daily Traffic: 3,373 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,720 (year 2025), Design Load: HL 93, Features Intersected: SEELEY DITCH, Facility Carried by Structure: BOECKMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.7 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: 35.3 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: 20418 001 28225, Location: 020 MI N MARION-CLACK LN (Lat: 45.279267, Lng: -122.770008), Route carried "on" structure: Interstate 5, Year Built: 2007, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HL 93, Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.237, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.7 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: 51.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20418 001 28225, Location: 020 MI N MARION-CLACK LN (Lat: 45.279267, Lng: -122.770008), Route carried "on" structure: Interstate 5, Year Built: 2007, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HL 93, Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.237, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.7 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: 51.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20419 001 28228, Location: 020 MI N MARION-CLACK LN (Lat: 45.279822, Lng: -122.770253), Route carried "on" structure: Interstate 5, Year Built: 2007, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HL 93, Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.286, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.7 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: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 20419 001 28228, Location: 020 MI N MARION-CLACK LN (Lat: 45.279822, Lng: -122.770253), Route carried "on" structure: Interstate 5, Year Built: 2007, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 76,200 (year 2040), Design Load: HL 93, Features Intersected: Hwy 51 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 454.286, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.5m (106.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.7 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: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20763, Location: .1 mi W of Industrial Way (Lat: 45.299289, Lng: -122.782089), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 131 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 145 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: Arrowhead Crk Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.8 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: 33.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20763, Location: .1 mi W of Industrial Way (Lat: 45.299289, Lng: -122.782089), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 131 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 145 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: Arrowhead Crk Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.8 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: 33.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20789, Location: 0.52 mi W of HWY 001 (Lat: 45.302931, Lng: -122.779839), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,373 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,720 (year 2025), Design Load: HS 20, Features Intersected: SEELEY DITCH, Facility Carried by Structure: Wilsonville Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 28.5 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, 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
Structure Number: 20789, Location: 0.52 mi W of HWY 001 (Lat: 45.302931, Lng: -122.779839), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,373 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,720 (year 2025), Design Load: HS 20, Features Intersected: SEELEY DITCH, Facility Carried by Structure: Wilsonville Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 28.5 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, 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
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Structure Number: 21575, Location: 0.53 W Boones Ferry Rd. (Lat: 45.309619, Lng: -122.780458), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 131 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 145 (year 2025), Design Load: HL 93, Features Intersected: Coffee Lake Creek, Facility Carried by Structure: SW Barber St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.2 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: 56.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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
Structure Number: 21575, Location: 0.53 W Boones Ferry Rd. (Lat: 45.309619, Lng: -122.780458), Route carried "on" structure: City street , Year Built: 2015, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 131 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 145 (year 2025), Design Load: HL 93, Features Intersected: Coffee Lake Creek, Facility Carried by Structure: SW Barber St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.2 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: 56.4 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 22383 000 00045, Location: MP 0.445 (Lat: 45.346561, Lng: -122.794450), Route carried "on" structure: County highway C0000, Year Built: 2015, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,831 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,831 (year 2036), Design Load: HL 93, Features Intersected: PWRR, Facility Carried by Structure: SW Basalt Cr. Pkwy
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.7 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 22383 000 00045, Location: MP 0.445 (Lat: 45.346561, Lng: -122.794450), Route carried "on" structure: County highway C0000, Year Built: 2015, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,831 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,831 (year 2036), Design Load: HL 93, Features Intersected: PWRR, Facility Carried by Structure: SW Basalt Cr. Pkwy
Minimum Vertical Clearance: 7.16m (23.49ft), Kilometerpoint: 0.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 89.7 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: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7579A141 01284, Location: 4.0 MI S OF TUALATIN R (Lat: 45.336125, Lng: -122.769339), Route carried "under" structure: Interstate 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 120,789 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 141
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 460.546, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 7579A141 01284, Location: 4.0 MI S OF TUALATIN R (Lat: 45.336125, Lng: -122.769339), Route carried "under" structure: Interstate 5, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 120,789 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: HWY 141
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 460.546, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: 7624A001 28259, Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289, Lng: -122.769403), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (Hwy 1), Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 454.785, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 7624A001 28259, Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289, Lng: -122.769403), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (Hwy 1), Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 454.785, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: 7624A001 28259, Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289, Lng: -122.769403), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (Hwy 1), Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 454.785, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 7624A001 28259, Location: 022 MI N MARION-CLACKAMAS (Lat: 45.284289, Lng: -122.769403), Route carried "under" structure: Interstate 5, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 56,220 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (Hwy 1), Facility Carried by Structure: Boones Ferry Road
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 454.785, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: 7624B001 28217, Location: 018 MI N MARION CLACK LN (Lat: 45.283114, Lng: -122.770097), Route carried "under" structure: State highway 551, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,331 (year 2020), Truck Traffic: 13%, Features Intersected: Hwy 51 SB, Facility Carried by Structure: Hwy 1 Conn #5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.274, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 7624B001 28217, Location: 018 MI N MARION CLACK LN (Lat: 45.283114, Lng: -122.770097), Route carried "under" structure: State highway 551, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,331 (year 2020), Truck Traffic: 13%, Features Intersected: Hwy 51 SB, Facility Carried by Structure: Hwy 1 Conn #5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.274, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 458.470, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 48.9m (160.4ft)
Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 458.470, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 48.9m (160.4ft)
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Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 458.470, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 48.9m (160.4ft)
Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "under" structure: Interstate 5, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 55,434 (year 2020), Truck Traffic: 17%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 458.470, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 48.9m (160.4ft)
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Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2010), Truck Traffic: 6%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 48.9m (160.4ft)
Structure Number: 7695A001 28488, Location: 1.8 MI N OF WILLAMETTE R (Lat: 45.317461, Lng: -122.769419), Route carried "under" structure: City street , Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2010), Truck Traffic: 6%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BOECKMAN ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 48.9m (160.4ft)
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Structure Number: 7795A001 28067, Location: 088 MI N OF OR214 (Lat: 45.259611, Lng: -122.786711), Route carried "under" structure: County highway 5, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 120,590 (year 2014), Truck Traffic: 16%, Features Intersected: Arndt Road
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 7795A001 28067, Location: 088 MI N OF OR214 (Lat: 45.259611, Lng: -122.786711), Route carried "under" structure: County highway 5, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 120,590 (year 2014), Truck Traffic: 16%, Features Intersected: Arndt Road
Minimum Vertical Clearance: 4.61m (15.12ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 7795B001 28067, Location: 088 MI N OF OR214 (Lat: 45.259528, Lng: -122.786256), Route carried "under" structure: County highway 5, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 120,590 (year 2014), Truck Traffic: 16%, Features Intersected: Arndt Road
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 7795B001 28067, Location: 088 MI N OF OR214 (Lat: 45.259528, Lng: -122.786256), Route carried "under" structure: County highway 5, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 120,590 (year 2014), Truck Traffic: 16%, Features Intersected: Arndt Road
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 451.695, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft)
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Structure Number: 9870 001 28243, Location: 021 MI N MARION-CLACK LN (Lat: 45.281786, Lng: -122.768569), Route carried "under" structure: State highway 551, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 7,647 (year 2020), Truck Traffic: 27%, Features Intersected: Hwy 51 NB, Facility Carried by Structure: Hwy 1 Conn #1
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.113, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft)
Structure Number: 9870 001 28243, Location: 021 MI N MARION-CLACK LN (Lat: 45.281786, Lng: -122.768569), Route carried "under" structure: State highway 551, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 7,647 (year 2020), Truck Traffic: 27%, Features Intersected: Hwy 51 NB, Facility Carried by Structure: Hwy 1 Conn #1
Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 0.113, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 43.9m (144.0ft)
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Structure Number: 17995 001 28388, Location: 0.8 MI N OF WILLAMETTE R (Lat: 45.302931, Lng: -122.769061), Route carried "under" structure: ServiceInterstate 5, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 27,800 (year 2010), Truck Traffic: 13%, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 456.893, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Length of Maximum Span: 42.8m (140.4ft)
Structure Number: 17995 001 28388, Location: 0.8 MI N OF WILLAMETTE R (Lat: 45.302931, Lng: -122.769061), Route carried "under" structure: ServiceInterstate 5, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 27,800 (year 2010), Truck Traffic: 13%, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 456.893, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Segmental Box Girder, Length of Maximum Span: 42.8m (140.4ft)
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Structure Number: 17996 001 28388, Location: 0.74 M N OF WILLAMETTE R (Lat: 45.302939, Lng: -122.769511), Route carried "under" structure: ServiceInterstate 5, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 27,800 (year 2010), Truck Traffic: 13%, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 456.861, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 42.8m (140.4ft)
Structure Number: 17996 001 28388, Location: 0.74 M N OF WILLAMETTE R (Lat: 45.302939, Lng: -122.769511), Route carried "under" structure: ServiceInterstate 5, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 27,800 (year 2010), Truck Traffic: 13%, Features Intersected: WILSONVILLE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 456.861, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 42.8m (140.4ft)
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Structure Number: 20418 001 28225, Location: 020 MI N MARION-CLACK LN (Lat: 45.279267, Lng: -122.770008), Route carried "under" structure: State highway 551, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 10,331 (year 2020), Truck Traffic: 13%, Features Intersected: Hwy 51 SB, Facility Carried by Structure: I-5 (Hwy 1) NB
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 20418 001 28225, Location: 020 MI N MARION-CLACK LN (Lat: 45.279267, Lng: -122.770008), Route carried "under" structure: State highway 551, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 10,331 (year 2020), Truck Traffic: 13%, Features Intersected: Hwy 51 SB, Facility Carried by Structure: I-5 (Hwy 1) NB
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.161, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 20419 001 28228, Location: 020 MI N MARION-CLACK LN (Lat: 45.279822, Lng: -122.770253), Route carried "under" structure: State highway 551, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 10,331 (year 2020), Truck Traffic: 13%, Features Intersected: Hwy 51 SB, Facility Carried by Structure: I-5 (Hwy 1) SB
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.097, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.5m (106.6ft)
Structure Number: 20419 001 28228, Location: 020 MI N MARION-CLACK LN (Lat: 45.279822, Lng: -122.770253), Route carried "under" structure: State highway 551, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 10,331 (year 2020), Truck Traffic: 13%, Features Intersected: Hwy 51 SB, Facility Carried by Structure: I-5 (Hwy 1) SB
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 0.097, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.5m (106.6ft)