Bridge Statistics for Lake Oswego, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 249ft / 75.6mTotal length
- $7,466,000Total costs
- 426,477Total average daily traffic
- 38,656Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lake Oswego
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 21950-1959
- 21960-1969
- 31970-1979
- 11980-1989
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 8.3%Very good
- 25.0%Good
- 50.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 41.7%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 8.3%Very good
- 25.0%Good
- 33.3%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 33.3%Good
- 11.1%Satisfactory
- 22.2%Fair
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Structure Number: 409 003 00676, Location: 1.0 M S OF TERWILLIGER BV (Lat: 45.410350, Lng: -122.664069), Route carried "on" structure: State highway 43, Year Built: 1930, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 7,702 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: H 15, Features Intersected: OSWEGO CREEK, Facility Carried by Structure: HWY 3 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.879, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.4 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: 15.9 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,031,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,650,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 409 003 00676, Location: 1.0 M S OF TERWILLIGER BV (Lat: 45.410350, Lng: -122.664069), Route carried "on" structure: State highway 43, Year Built: 1930, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 7,702 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: H 15, Features Intersected: OSWEGO CREEK, Facility Carried by Structure: HWY 3 SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.879, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 20.4 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: 15.9 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: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,031,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,650,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 409B003 00682, Location: 1.0 M S OF MCVEY AVE (Lat: 45.410325, Lng: -122.664075), Route carried "on" structure: State highway 43, Year Built: 1983, Status: Open, Structure Length: 28.94m (94.95ft), Average Daily Traffic: 7,702 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: OSWEGO CREEK, Facility Carried by Structure: HWY 3 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.976, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 40.7m (133.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.3 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: 8.7 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 409B003 00682, Location: 1.0 M S OF MCVEY AVE (Lat: 45.410325, Lng: -122.664075), Route carried "on" structure: State highway 43, Year Built: 1983, Status: Open, Structure Length: 28.94m (94.95ft), Average Daily Traffic: 7,702 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 10,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: OSWEGO CREEK, Facility Carried by Structure: HWY 3 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.976, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 14, Length of Maximum Span: 40.7m (133.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.3 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: 8.7 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5C01A, Location: 005 MI WEST OF HWY 43 (Lat: 45.414842, Lng: -122.671600), Route carried "on" structure: City street C0000, Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,952 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,256 (year 2025), Design Load: HS 20, Features Intersected: LAKEWOOD BAY, Facility Carried by Structure: NORTH SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2018, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5C01A, Location: 005 MI WEST OF HWY 43 (Lat: 45.414842, Lng: -122.671600), Route carried "on" structure: City street C0000, Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,952 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,256 (year 2025), Design Load: HS 20, Features Intersected: LAKEWOOD BAY, Facility Carried by Structure: NORTH SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal 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: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2018, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6070A000 0014, Location: 600 FT WEST OF HWY 43 (Lat: 45.410292, Lng: -122.667453), Route carried "on" structure: City street 9559, Year Built: 1976, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 24,042 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 34,698 (year 2025), Design Load: HS 20, Features Intersected: OSWEGO LAKE OUTLET, Facility Carried by Structure: MCVEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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
Structure Number: 6070A000 0014, Location: 600 FT WEST OF HWY 43 (Lat: 45.410292, Lng: -122.667453), Route carried "on" structure: City street 9559, Year Built: 1976, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 24,042 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 34,698 (year 2025), Design Load: HS 20, Features Intersected: OSWEGO LAKE OUTLET, Facility Carried by Structure: MCVEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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
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Structure Number: 6072 220 0002, Location: 2 MI S OF LAKEVIEW BLVD (Lat: 45.403850, Lng: -122.718000), Route carried "on" structure: County highway 9527, Year Built: 1934, Year Reconstructed: 1955, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,661 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,411 (year 2025), Design Load: HS 15, Features Intersected: OSWEGO LAKE, Facility Carried by Structure: SOUTH SHORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $20,000, Total Project Cost: $323,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6072 220 0002, Location: 2 MI S OF LAKEVIEW BLVD (Lat: 45.403850, Lng: -122.718000), Route carried "on" structure: County highway 9527, Year Built: 1934, Year Reconstructed: 1955, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 9,661 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,411 (year 2025), Design Load: HS 15, Features Intersected: OSWEGO LAKE, Facility Carried by Structure: SOUTH SHORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $20,000, Total Project Cost: $323,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6456 000 04, Location: 00.2 MI S OF IRON MT RD (Lat: 45.409989, Lng: -122.704600), Route carried "on" structure: County highway C1613, Year Built: 1956, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 503 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 568 (year 2025), Features Intersected: SPRINGBROOK CREEK, Facility Carried by Structure: SUMMIT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 12.6 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: 9.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $43,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6456 000 04, Location: 00.2 MI S OF IRON MT RD (Lat: 45.409989, Lng: -122.704600), Route carried "on" structure: County highway C1613, Year Built: 1956, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 503 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 568 (year 2025), Features Intersected: SPRINGBROOK CREEK, Facility Carried by Structure: SUMMIT DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 12.6 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: 9.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2021, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $43,000, Total Project Cost: $681,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6513 212 00069, Location: 1 MI SE LOONES FERRY RD (Lat: 45.395161, Lng: -122.719300), Route carried "on" structure: County highway 9521, Year Built: 1934, Year Reconstructed: 1960, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 4,500 (year 2038), Features Intersected: OSWEGO CANAL, Facility Carried by Structure: BRYANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 82.0 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: 72.9 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: Equal to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6513 212 00069, Location: 1 MI SE LOONES FERRY RD (Lat: 45.395161, Lng: -122.719300), Route carried "on" structure: County highway 9521, Year Built: 1934, Year Reconstructed: 1960, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 4,400 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 4,500 (year 2038), Features Intersected: OSWEGO CANAL, Facility Carried by Structure: BRYANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 82.0 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: 72.9 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: Equal to present desirable 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 6575 000 00012, Location: 00.1 MI S OF IRON MT BLVD (Lat: 45.416031, Lng: -122.696139), Route carried "on" structure: County highway C1613, Year Built: 1954, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 993 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2025), Features Intersected: SPRR, Facility Carried by Structure: SUMMIT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 19.4 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: 14.9 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $461,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6575 000 00012, Location: 00.1 MI S OF IRON MT BLVD (Lat: 45.416031, Lng: -122.696139), Route carried "on" structure: County highway C1613, Year Built: 1954, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 993 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,095 (year 2025), Features Intersected: SPRR, Facility Carried by Structure: SUMMIT DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 19.4 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: 14.9 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $29,000, Total Project Cost: $461,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7727A001 29181, Location: 1.9 MI N OF TUALATIN RV (Lat: 45.415328, Lng: -122.744033), Route carried "on" structure: Business County highway , Year Built: 1975, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 88,870 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 131,300 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 469.623, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.1m (118.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.2 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: 30.1 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 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7727A001 29181, Location: 1.9 MI N OF TUALATIN RV (Lat: 45.415328, Lng: -122.744033), Route carried "on" structure: Business County highway , Year Built: 1975, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 88,870 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 131,300 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BONITA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 469.623, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.1m (118.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.2 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: 30.1 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 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9569 144 00722, Location: HWY 1 & HWY 144 INTCHNGE (Lat: 45.420972, Lng: -122.744028), Route carried "on" structure: State highway 217, Year Built: 1966, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 83,310 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 105,000 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.619, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.7 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: 25.9 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,425,000, Roadway Improvement Cost: $242,000, Total Project Cost: $3,880,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 9569 144 00722, Location: HWY 1 & HWY 144 INTCHNGE (Lat: 45.420972, Lng: -122.744028), Route carried "on" structure: State highway 217, Year Built: 1966, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 83,310 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 105,000 (year 2040), Design Load: HS 20, Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.619, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 33.7 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: 25.9 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.10m (29.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,425,000, Roadway Improvement Cost: $242,000, Total Project Cost: $3,880,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18095 039 00163, Location: 1.6 MI W OF STAFFORD RD (Lat: 45.386300, Lng: -122.720469), Route carried "on" structure: County highway 9544, Year Built: 2000, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,400 (year 2038), Design Load: HL 93, Features Intersected: OSWEGO CANAL, Facility Carried by Structure: CHILDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $333,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18095 039 00163, Location: 1.6 MI W OF STAFFORD RD (Lat: 45.386300, Lng: -122.720469), Route carried "on" structure: County highway 9544, Year Built: 2000, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 9,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 10,400 (year 2038), Design Load: HL 93, Features Intersected: OSWEGO CANAL, Facility Carried by Structure: CHILDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $208,000, Roadway Improvement Cost: $21,000, Total Project Cost: $333,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 20650 220 00039, Location: 4 MI S LAKEVIEW BLVD (Lat: 45.402769, Lng: -122.714769), Route carried "on" structure: County highway 9524, Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,102 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,137 (year 2025), Design Load: HL 93, Features Intersected: OSWEGO CANAL, Facility Carried by Structure: SOUTH SHORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.5 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: 30.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20650 220 00039, Location: 4 MI S LAKEVIEW BLVD (Lat: 45.402769, Lng: -122.714769), Route carried "on" structure: County highway 9524, Year Built: 2005, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 9,102 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,137 (year 2025), Design Load: HL 93, Features Intersected: OSWEGO CANAL, Facility Carried by Structure: SOUTH SHORE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 39.5 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: 30.5 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7727A001 29181, Location: 1.9 MI N OF TUALATIN RV (Lat: 45.415328, Lng: -122.744033), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 88,870 (year 2020), Truck Traffic: 11%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BONITA ROAD
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 469.623, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.1m (118.4ft)
Structure Number: 7727A001 29181, Location: 1.9 MI N OF TUALATIN RV (Lat: 45.415328, Lng: -122.744033), Route carried "under" structure: Interstate 5, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 88,870 (year 2020), Truck Traffic: 11%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: BONITA ROAD
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 469.623, Lanes on structure: 2, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.1m (118.4ft)
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Structure Number: 9569 144 00722, Location: HWY 1 & HWY 144 INTCHNGE (Lat: 45.420972, Lng: -122.744028), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 88,870 (year 2020), Truck Traffic: 11%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: OR 217 (HWY 144)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 470.250, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 9569 144 00722, Location: HWY 1 & HWY 144 INTCHNGE (Lat: 45.420972, Lng: -122.744028), Route carried "under" structure: Interstate 5, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 88,870 (year 2020), Truck Traffic: 11%, Features Intersected: I-5 (HWY 001), Facility Carried by Structure: OR 217 (HWY 144)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 470.250, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)