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

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Structure Number: 24007C250100129,  Location: 05 MI WEST MURRAY BLVD (Lat: 45.506389,  Lng: -122.836039),  Route carried "on" structure: County highway C2501,  Year Built: 2020,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 21,818 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,568 (year 2025),  Design Load: HL 93,  Features Intersected: CEDAR MILL CREEK,  Facility Carried by Structure: JENKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.084,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 24053 001400304,  Location: MP 3.04 (Lat: 45.518261,  Lng: -122.798931),  Route carried "on" structure: County highway 14,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 20,157 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,442 (year 2025),  Design Load: HL 93,  Features Intersected: JOHNSON CREEK,  Facility Carried by Structure: BARNES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 6712022001,  Location: 003 MI S SCHOLLS FERRY RD (Lat: 45.475469,  Lng: -122.758103),  Route carried "on" structure: County highway C2001,  Year Built: 1962,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,115 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,436 (year 2025),  Design Load: HS 15,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: NICOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.5 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: 14.3 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $118,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6712031862,  Location: 002 MI EAST OF 92ND AVE (Lat: 45.468278,  Lng: -122.767344),  Route carried "on" structure: County highway C1862,  Year Built: 1957,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 282 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 311 (year 2025),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: BOHMANN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.1 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: 13.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 67120412910031,  Location: 003 MI S SCHOLLS FERRY RD (Lat: 45.469011,  Lng: -122.771703),  Route carried "on" structure: County highway C2092,  Year Built: 1970,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 16,592 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,231 (year 2025),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: SW 92ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $256,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 67120612650002,  Location: 002 MI S SCHOLLS FERRY RD (Lat: 45.471214,  Lng: -122.765289),  Route carried "on" structure: County highway C1408,  Year Built: 1960,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 282 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 311 (year 2025),  Features Intersected: FANNO CREEK,  Facility Carried by Structure: SW 86TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.7 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: 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: Meets minimum limits,  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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $164,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 67123800090235,  Location: 001 MI W MADELINE STREET (Lat: 45.481381,  Lng: -122.867331),  Route carried "on" structure: County highway C0300,  Year Built: 1974,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 21,545 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,855 (year 2025),  Design Load: HS 20,  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: 185TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.622,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 67123909910003,  Location: 003 MI N ROSA ROAD (Lat: 45.483711,  Lng: -122.875019),  Route carried "on" structure: County highway C0755,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,274 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,405 (year 2025),  Design Load: HS 20,  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: SW 192ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $133,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 6713300889001,  Location: AT BASELINE ROAD (Lat: 45.515600,  Lng: -122.867400),  Route carried "on" structure: County highway C0300,  Year Built: 1988,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 21,247 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,433 (year 2025),  Design Load: HS 20,  Features Intersected: WILLOW CREEK EB,  Facility Carried by Structure: 185TH & BASELINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: Febuary 2019

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Structure Number: 67133311350008,  Location: 0055 MI N HWY-8 (Lat: 45.500789,  Lng: -122.851989),  Route carried "on" structure: County highway C0955,  Year Built: 1969,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 18,596 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,509 (year 2025),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: 170TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.347,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: September 2020,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $256,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 671355C206,  Location: 1 MI S/O HWY #26 (Lat: 45.509981,  Lng: -122.822850),  Route carried "on" structure: County highway C1735,  Year Built: 1987,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 28,683 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 41,842 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: CEDAR MILL CREEK,  Facility Carried by Structure: SW MURRAY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.072,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 67140011200001,  Location: 0107 MI E MURRAY BLVD (Lat: 45.514219,  Lng: -122.817719),  Route carried "on" structure: County highway C0568,  Year Built: 1987,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,241 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,936 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: CEDAR MILL CREEK,  Facility Carried by Structure: SW BUTNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.026,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6714082065,  Location: 005 MI N HWY 8 (Lat: 45.497903,  Lng: -122.828092),  Route carried "on" structure: County highway C1735,  Year Built: 1966,  Status: Open,  Structure Length: 9.86m (32.35ft),  Average Daily Traffic: 15,795 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,382 (year 2035),  Design Load: HS 20,  Features Intersected: BNRR & TERMAN ROAD,  Facility Carried by Structure: SW MURRAY BLVD SB
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 9.4 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: 7.1 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6714201430087,  Location: 2.0 MI SW BEAVERTON CC (Lat: 45.446461,  Lng: -122.791881),  Route carried "on" structure: County highway C0348,  Year Built: 1992,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 33,891 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,641 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: SCHOLLS FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 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 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: BB001,  Location: 001 N OF DENNEY RD (Lat: 45.469717,  Lng: -122.788142),  Route carried "on" structure: ServiceCity street C0000,  Year Built: 1977,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 16 (year 2020),  Average Future Daily Traffic: 18 (year 2025),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: DENNEY RD ACCESS N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BB0016,  Location: .2MI WEST OFF MURREY BLVD (Lat: 45.474697,  Lng: -122.832447),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 330 (year 2018),  Truck Traffic: 22%,  Average Future Daily Traffic: 340 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: JOHNSON CREEK,  Facility Carried by Structure: DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than 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: BB002,  Location: 001 S OF DENNEY RD (Lat: 45.468900,  Lng: -122.788700),  Route carried "on" structure: Business City street C0000,  Year Built: 1977,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,125 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,344 (year 2025),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: DENNEY RD ACCESS S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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 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: BB004 909100217,  Location: 002 E OF GREENWAY BLVD (Lat: 45.460847,  Lng: -122.794614),  Route carried "on" structure: City street C0000,  Year Built: 1981,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 35,412 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,055 (year 2025),  Design Load: HS 20,  Features Intersected: FANNO CREEK,  Facility Carried by Structure: HALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present 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: BB005 083800034,  Location: 0034 N OF TV HWY (Lat: 45.493211,  Lng: -122.810550),  Route carried "on" structure: City street C0000,  Year Built: 1959,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 13,600 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,421 (year 2030),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: CEDAR HILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.547,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $266,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BB009,  Location: 003 MI N TV HWY (Lat: 45.491381,  Lng: -122.805750),  Route carried "on" structure: City street C0000,  Year Built: 1969,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 13,469 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,855 (year 2025),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: S.W. HALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $379,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BB014,  Location: 001 MI N TV HWY (Lat: 45.493139,  Lng: -122.832419),  Route carried "on" structure: City street C0000,  Year Built: 1985,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,833 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,125 (year 2025),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: 153RD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: BB015,  Location: 002 N TUALATIN VALLEY HWY (Lat: 45.494019,  Lng: -122.839911),  Route carried "on" structure: City street C0000,  Year Built: 1984,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 7,083 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,812 (year 2025),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: MILLIKAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 27.9 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: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: BC001,  Location: 001 WEST OF MURRY RD (Lat: 45.495450,  Lng: -122.830100),  Route carried "on" structure: Business City street C0000,  Year Built: 1982,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 7,789 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,590 (year 2025),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: MILLIKAN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 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: August 2020,  Underwater Inspection Date: Febuary 2019

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Structure Number: BC007,  Location: 001 NORTH OF CANYON ROAD (Lat: 45.490122,  Lng: -122.801717),  Route carried "on" structure: Business City street C0000,  Year Built: 1988,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,833 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,125 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: LOMBARD EXTENSION
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 18.8 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: 14.6 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: 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: September 2020

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Structure Number: 6980A047 06919,  Location: 5.3 MI W OF PORTLAND CC (Lat: 45.508425,  Lng: -122.778267),  Route carried "under" structure: State highway 217,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 88,423 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: US 26 (HWY 047)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 9,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 8404A047C06715,  Location: 7.2 MI W OF PORTLAND CC (Lat: 45.522311,  Lng: -122.815761),  Route carried "under" structure: US 26,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 7,649 (year 2020),  Truck Traffic: 13%,  Features Intersected: HWY 47 US 26,  Facility Carried by Structure: MURRAY BLVD CO
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 8910A047 06601,  Location: 8.6 MI W OF PORTLAND CC (Lat: 45.530769,  Lng: -122.838050),  Route carried "under" structure: US 26,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 117,563 (year 2020),  Truck Traffic: 5%,  Features Intersected: Hwy 47 US 26,  Facility Carried by Structure: Cornell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.233,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 9045 144 00207,  Location: 0.4 MI N OF ALLEN BLVD (Lat: 45.481989,  Lng: -122.792661),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 119,200 (year 2010),  Truck Traffic: 5%,  Features Intersected: PNWR,  Facility Carried by Structure: OR 217 (HWY 144)
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 9607 144 00011,  Location: SUNSET INTERCHANGE (Lat: 45.507086,  Lng: -122.779622),  Route carried "under" structure: State highway 217,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 88,423 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: CONN 2 (PARKWAY)CO
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 9608 144 00019,  Location: 1.3 MI N OF HWY 29 (Lat: 45.506033,  Lng: -122.780253),  Route carried "under" structure: State highway 217,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 44,211 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: SW WILSHIRE
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 9608 144 00019,  Location: 1.3 MI N OF HWY 29 (Lat: 45.506033,  Lng: -122.780253),  Route carried "under" structure: Ramp State highway 217,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 88,423 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: SW WILSHIRE
Minimum Vertical Clearance: 6.43m (21.10ft),  Kilometerpoint: 0.306,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 35.2m (115.5ft)

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Structure Number: 9609 144 00118,  Location: 0.3 MI N OF HWY 29 (Lat: 45.494850,  Lng: -122.791481),  Route carried "under" structure: State highway 217,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 93,867 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: CABOT STREET
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 9611 144 00147,  Location: 1.0 MI N OF ALLEN BLVD (Lat: 45.490742,  Lng: -122.792172),  Route carried "under" structure: State highway 8,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 28,762 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 29 TV HWY,  Facility Carried by Structure: OR 217 (HWY 144)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9612 144 00176,  Location: 0.3 MI N OF SPRR (Lat: 45.486561,  Lng: -122.792911),  Route carried "under" structure: State highway 10,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 29,390 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 40 ORE 10,  Facility Carried by Structure: OR 217 (HWY 144)
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.625,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 9671 141 00271,  Location: 0.1 MI S OF HWY 143 JCT (Lat: 45.457861,  Lng: -122.784642),  Route carried "under" structure: State highway 217,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 81,951 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: HWY 141
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.148,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 9672 143 0092,  Location: 1.5 MI SW BEAVERTON CC (Lat: 45.451461,  Lng: -122.784511),  Route carried "under" structure: State highway 217,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 93,779 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: OR 210 (HWY 143)
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 6.872,  Lanes on structure: 4,  Lanes under structure: 4,  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: 13494 144C00092,  Location: 0.6 MI N OF HWY 29 (Lat: 45.498700,  Lng: -122.790600),  Route carried "under" structure: State highway 217,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 93,867 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: WALKER ROAD
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 1.481,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 16134 144C00248,  Location: 0.3 MI S OF CABOT ST (Lat: 45.476631,  Lng: -122.789453),  Route carried "under" structure: State highway 217,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 97,879 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: ALLEN BLVD
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 3.991,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 16143 144C00302,  Location: 2.8 MI NW TIGARD CC (Lat: 45.469389,  Lng: -122.786394),  Route carried "under" structure: State highway 217,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 97,468 (year 2020),  Truck Traffic: 3%,  Features Intersected: HWY 144,  Facility Carried by Structure: DENNY RD & RAMP
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 4.860,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 16966 047 06567,  Location: 8.8 MI W OF PORTLAND CC (Lat: 45.532369,  Lng: -122.842361),  Route carried "under" structure: US 26,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 117,563 (year 2020),  Truck Traffic: 5%,  Features Intersected: Hwy 47 (US 26),  Facility Carried by Structure: Bethany Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.686,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 19188 2065,  Location: 005 MI N HWY 8 (Lat: 45.497844,  Lng: -122.827919),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: BNRR & TERMAN ROAD,  Facility Carried by Structure: SW MURRAY BLVD NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 6714082065,  Location: 005 MI N HWY 8 (Lat: 45.497903,  Lng: -122.828092),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: BNRR & TERMAN ROAD,  Facility Carried by Structure: SW MURRAY BLVD SB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)