Bridge Statistics for Tualatin, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1417N01W 01218,  Location: 0.5 MI S OF KING CITY CC (Lat: 45.394131,  Lng: -122.798981),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Status: Open,  Structure Length: 14.12m (46.33ft),  Average Daily Traffic: 13,883 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,550 (year 2040),  Design Load: HS 20,  Features Intersected: TUALATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.602,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 28.2 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: 21.7 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: Febuary 2020,  Underwater Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1417S01W 0122,  Location: 0.5 MI S OF KING CITY CC (Lat: 45.394039,  Lng: -122.799350),  Route carried "on" structure: State highway 99,  Year Built: 1929,  Status: Open,  Structure Length: 15.65m (51.35ft),  Average Daily Traffic: 13,883 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,550 (year 2040),  Design Load: HS 20,  Features Intersected: TUALATIN RIVER,  Facility Carried by Structure: HWY 1W SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.634,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.1 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: 16.2 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.60m (51.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: January 2020,  Underwater Inspection Date: May 2019,  Bridge Improvement Cost: $1,644,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $2,630,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1578 01W 01382,  Location: 14 MI. N. OF SHERWOOD (Lat: 45.381850,  Lng: -122.826761),  Route carried "on" structure: State highway 99,  Year Built: 1931,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,438 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,150 (year 2040),  Design Load: H 15,  Features Intersected: ROCK CREEK (ONION FLAT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.241,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 24.9 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: 19.1 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: Meets minimum limits,  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 1578A01W 01383,  Location: 014 MI N SHERWOOD (Lat: 45.381589,  Lng: -122.826781),  Route carried "on" structure: State highway 99,  Year Built: 1955,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,438 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,150 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK (ONION FLAT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.257,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 21.4 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: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 2376B001 28951,  Location: AT TUALATIN RIVER (Lat: 45.387594,  Lng: -122.750661),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 139,488 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 194,200 (year 2040),  Design Load: HS 20,  Features Intersected: TUALATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 466.468,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.2m (154.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 28.7m (94.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 47.2m (154.9ft),  Out-to-Out Width: 48.7m (159.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4970B141 00888,  Location: 4.0 MI N OF HWY 1 (Lat: 45.386064,  Lng: -122.757469),  Route carried "on" structure: State highway 141,  Year Built: 1967,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 20,550 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,600 (year 2040),  Design Load: HS 20,  Features Intersected: TUALATIN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.291,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: December 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7494B001 28938,  Location: 0.5 MI S OF TUALATIN R. (Lat: 45.380911,  Lng: -122.753408),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 69,744 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,100 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.712,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 27.3m (89.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 69.0 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: 53.1 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,  Waterway Adequacy: Equal to present desirable 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: Bituminous

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Structure Number: 7494C001 28938,  Location: 0.5 MI S OF TUALATIN R. (Lat: 45.380903,  Lng: -122.752928),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 69,744 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 97,100 (year 2040),  Design Load: HS 20,  Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.712,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: Bituminous

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Structure Number: 7575A001 28742,  Location: 2.4 MI S OF TUALATIN R. (Lat: 45.353739,  Lng: -122.764111),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 1,618 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,016 (year 2030),  Design Load: HS 20,  Features Intersected: PACIFIC HWY 1 (I-5),  Facility Carried by Structure: NORWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 462.558,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.0m (91.9ft),  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: 48.3 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: 37.3 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 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7582A001C2895,  Location: 0.4 MI S OF TUALATIN RV (Lat: 45.382664,  Lng: -122.752458),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 28,394 (year 2020),  Average Future Daily Traffic: 148,500 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: NYBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.905,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.5m (93.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.9 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: 30.8 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 7586A001 28898,  Location: 0.9 MI S OF TUALATIN R. (Lat: 45.375442,  Lng: -122.755386),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 9.65m (31.66ft),  Average Daily Traffic: 5,452 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,047 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 1 I-5,  Facility Carried by Structure: SAGERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.068,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable 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: 7729A001 29048,  Location: 0.6 MI N OF TUALATIN RV (Lat: 45.396414,  Lng: -122.747189),  Route carried "on" structure: Interstate 5,  Year Built: 1975,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 137,001 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 186,800 (year 2040),  Design Load: HS 20,  Features Intersected: LOWER BOONESFERRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 467.482,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.0 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: 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: 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 9741 064 00127,  Location: 1.9 MI S OF STAFFORD RD (Lat: 45.371956,  Lng: -122.743917),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 5,133 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,627 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 64,  Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9743 001 28851,  Location: 14 MI S OF TUALATIN RIVER (Lat: 45.368625,  Lng: -122.757867),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 63,620 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 85,300 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 SB CONN TO I-205 NB
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 464.312,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.1 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: 50.9 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: 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9743A001 28851,  Location: 1.4 MI S OF TUALATIN R. (Lat: 45.368900,  Lng: -122.758253),  Route carried "on" structure: Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 63,620 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 85,300 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 SB CONN TO I-205 NB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 464.344,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 45.0 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: 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9743B064C00102,  Location: AT I-5 INTERCHANGE (Lat: 45.368611,  Lng: -122.758139),  Route carried "on" structure: Ramp Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 17,493 (year 2020),  Average Future Daily Traffic: 20,300 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 1,  Facility Carried by Structure: HWY 64AA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.674,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.4m (171.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 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: 35.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.10m (52.82ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $2,434,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $3,895,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9743C001C28848,  Location: 1.5 MI S OF TUALATIN R. (Lat: 45.368067,  Lng: -122.756433),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1969,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 16,800 (year 2020),  Average Future Daily Traffic: 26,226 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 SB CONN TO I-205 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 464.264,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.3 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: 45.0 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16955 001C2894,  Location: 0.4 MI S OF TUALATIN R. (Lat: 45.381047,  Lng: -122.752253),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1991,  Status: Open,  Structure Length: 34.50m (113.19ft),  Average Daily Traffic: 9,889 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,300 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.744,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 10,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: October 2018,  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: 16956 001C28941,  Location: 0.4 MI S OF TUALATIN R. (Lat: 45.381739,  Lng: -122.751611),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1991,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 9,677 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,600 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 465.760,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: October 2018,  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: 22565,  Location: 0.35 N SW Tual-Sher Rd. (Lat: 45.381150,  Lng: -122.783200),  Route carried "on" structure: City street C0000,  Year Built: 1997,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 567 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 626 (year 2025),  Design Load: HL 93,  Features Intersected: Hedges Creek,  Facility Carried by Structure: SW Teton Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.8 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: 57.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22730 000 00046,  Location: Sw Myslony St. MP 0.46 (Lat: 45.376806,  Lng: -122.795528),  Route carried "on" structure: City street C0000,  Year Built: 2018,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 218 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 243 (year 2025),  Design Load: HL 93,  Features Intersected: Hedges Creek,  Facility Carried by Structure: SW Myslony St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  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,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 67121102100042,  Location: 013 MI EAST I5 (Lat: 45.382175,  Lng: -122.744267),  Route carried "on" structure: County highway C0591,  Year Built: 1980,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 18,383 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,988 (year 2025),  Design Load: HS 20,  Features Intersected: NYBERG CREEK,  Facility Carried by Structure: SW 65TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 67TB01,  Location: 001 E BOONES FERRY ROAD (Lat: 45.379917,  Lng: -122.761717),  Route carried "on" structure: City street C0000,  Year Built: 1985,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 567 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 626 (year 2025),  Design Load: HS 20,  Features Intersected: NYBERG CREEK,  Facility Carried by Structure: SW TONKA ROAD
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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7575A001 28742,  Location: 2.4 MI S OF TUALATIN R. (Lat: 45.353739,  Lng: -122.764111),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 127,240 (year 2020),  Truck Traffic: 11%,  Features Intersected: PACIFIC HWY 1 (I-5),  Facility Carried by Structure: NORWOOD ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 462.558,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 7582A001C2895,  Location: 0.4 MI S OF TUALATIN RV (Lat: 45.382664,  Lng: -122.752458),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 139,488 (year 2020),  Truck Traffic: 11%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: NYBERG ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 465.905,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 7586A001 28898,  Location: 0.9 MI S OF TUALATIN R. (Lat: 45.375442,  Lng: -122.755386),  Route carried "under" structure: Interstate 5,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 127,240 (year 2020),  Truck Traffic: 11%,  Features Intersected: HWY 1 I-5,  Facility Carried by Structure: SAGERT ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 465.068,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 7729A001 29048,  Location: 0.6 MI N OF TUALATIN RV (Lat: 45.396414,  Lng: -122.747189),  Route carried "under" structure: Business County highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 151,700 (year 2010),  Truck Traffic: 14%,  Features Intersected: LOWER BOONESFERRY,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 9741 064 00127,  Location: 1.9 MI S OF STAFFORD RD (Lat: 45.371956,  Lng: -122.743917),  Route carried "under" structure: Interstate 205,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 77,246 (year 2020),  Truck Traffic: 15%,  Features Intersected: HWY 64,  Facility Carried by Structure: MERIDIAN RD
Minimum Vertical Clearance: 7.03m (23.06ft),  Kilometerpoint: 2.044,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 9743 001 28851,  Location: 14 MI S OF TUALATIN RIVER (Lat: 45.368625,  Lng: -122.757867),  Route carried "under" structure: Interstate 205,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 38,623 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-5 SB CONN TO I-205 NB,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 0.805,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 9743A001 28851,  Location: 1.4 MI S OF TUALATIN R. (Lat: 45.368900,  Lng: -122.758253),  Route carried "under" structure: Interstate 205,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 38,623 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-5 SB CONN TO I-205 NB,  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.789,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 9743B064C00102,  Location: AT I-5 INTERCHANGE (Lat: 45.368611,  Lng: -122.758139),  Route carried "under" structure: Interstate 5,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,633 (year 2020),  Truck Traffic: 27%,  Features Intersected: HWY 1,  Facility Carried by Structure: HWY 64AA
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 9743B064C00102,  Location: AT I-5 INTERCHANGE (Lat: 45.368611,  Lng: -122.758139),  Route carried "under" structure: Interstate 5,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 63,620 (year 2020),  Truck Traffic: 11%,  Features Intersected: HWY 1,  Facility Carried by Structure: HWY 64AA
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 464.312,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 9743B064C00102,  Location: AT I-5 INTERCHANGE (Lat: 45.368611,  Lng: -122.758139),  Route carried "under" structure: Interstate 64,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 38,623 (year 2020),  Truck Traffic: 15%,  Features Intersected: HWY 1
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 9743C001C28848,  Location: 1.5 MI S OF TUALATIN R. (Lat: 45.368067,  Lng: -122.756433),  Route carried "under" structure: Ramp Interstate 205,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 38,623 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-5 SB CONN TO I-205 NB
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 1.690,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 35.1m (115.2ft)