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


  • National Bridge Inventory (NBI) Statistics
  • 42Number of bridges
  • 502ft / 153mTotal length
  • $3,074,000Total costs
  • 1,032,674Total average daily traffic
  • 44,624Total average daily truck traffic
  • 789,456Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hillsboro
  • No street view available for this location

New bridges in Hillsboro, OR - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 11950-1959
  • 71960-1969
  • 61970-1979
  • 51980-1989
  • 11990-1999
  • 142000-2009
  • 62010-2018
Reconstructed bridges in Hillsboro, OR - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 11980-1989
Average Bridge Daily Traffic in Hillsboro, OR
Average Bridge Truck Traffic in Hillsboro, OR
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 13.9%Very good
  • 52.8%Good
  • 27.8%Satisfactory
  • 5.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 16.7%Very good
  • 47.2%Good
  • 33.3%Satisfactory
  • 2.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 19.4%Very good
  • 25.0%Good
  • 41.7%Satisfactory
  • 11.1%Fair
  • 2.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 15.2%Very good
  • 36.4%Good
  • 36.4%Satisfactory
  • 12.1%Fair
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Structure Number: 744B029 01431,  Location: 2.9 MI E FOREST GROVE (Lat: 45.520000,  Lng: -123.010861),  Route carried "on" structure: State highway 8,  Year Built: 1923,  Year Reconstructed: 1956,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 34,800 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,000 (year 2036),  Design Load: H 15,  Features Intersected: DAIRY CREEK,  Facility Carried by Structure: HWY 29
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.303,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 36 months,  Inspection Date: April 2016,  Underwater Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1081 140 00139,  Location: 001 MI S HILLSBORO (Lat: 45.500161,  Lng: -122.991286),  Route carried "on" structure: State highway 219,  Year Built: 1924,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,400 (year 2036),  Design Load: H 15,  Features Intersected: TUALATIN RIVER,  Facility Carried by Structure: HWY 140
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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 36 months,  Inspection Date: December 2017,  Underwater Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1754A029 01055,  Location: 1.5 MI E HILLSBORO CC (Lat: 45.502181,  Lng: -122.947650),  Route carried "on" structure: State highway 8,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 26,100 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,000 (year 2036),  Design Load: HS 20,  Features Intersected: DAWSON CREEK,  Facility Carried by Structure: HWY 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.979,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 213.0m (698.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 2.4m (7.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 4.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2365A047 05785,  Location: 16.6 MI W OF PORTLAND CC (Lat: 45.585800,  Lng: -122.984600),  Route carried "on" structure: US 26,  Year Built: 1968,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 48,200 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 78,900 (year 2036),  Design Load: HS 20,  Features Intersected: MCKAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 93.101,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.2 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: 31.1 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: 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 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2742A140 00721,  Location: 113 MI N NEWBERG (Lat: 45.425881,  Lng: -122.960969),  Route carried "on" structure: State highway 219,  Year Built: 1960,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,400 (year 2036),  Design Load: HS 20,  Features Intersected: BURRIS CREEK,  Facility Carried by Structure: HWY 140
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.603,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.7m (2.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.21m (0.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $348,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4962A140 00102,  Location: 0.9 MI N OF HWY 29 (Lat: 45.505461,  Lng: -122.990961),  Route carried "on" structure: State highway 219,  Year Built: 1966,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,400 (year 2036),  Design Load: HS 20,  Features Intersected: JACKSON BOTTOM SLOUGH,  Facility Carried by Structure: HWY 140
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.642,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 88.0m (288.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6735A047C06257,  Location: 11.9 MI W OF PORTLAND CC (Lat: 45.554517,  Lng: -122.900847),  Route carried "on" structure: County highway 26,  Year Built: 1988,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 43,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,778 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: HWY 47 (US 26),  Facility Carried by Structure: CORNELIUS PASS CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 100.536,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 262.0m (859.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 3.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.9 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: 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: October 2016,  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: 6735A047C06257,  Location: 11.9 MI W OF PORTLAND CC (Lat: 45.554517,  Lng: -122.900847),  Route carried "under" structure: US 26,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 80,200 (year 2016),  Truck Traffic: 3%,  Features Intersected: HWY 47 (US 26),  Facility Carried by Structure: CORNELIUS PASS CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.052,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 9722 047C06111,  Location: 13.4 MI W OF PORTLAND CC (Lat: 45.563969,  Lng: -122.926189),  Route carried "on" structure: Ramp US 26,  Year Built: 1985,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 22,900 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,000 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: HWY 47 US 26,  Facility Carried by Structure: HELVETIA RD CO
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 98.267,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 4.8 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: 36.9 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Critical Feature Inspection Date: October 2016,  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: 9722 047C06111,  Location: 13.4 MI W OF PORTLAND CC (Lat: 45.563969,  Lng: -122.926189),  Route carried "under" structure: US 26,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 80,200 (year 2016),  Truck Traffic: 3%,  Features Intersected: HWY 47 US 26,  Facility Carried by Structure: HELVETIA RD CO
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 98.347,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 9770 047C06429,  Location: 10.2 MI W OF PORTLAND CC (Lat: 45.541869,  Lng: -122.867561),  Route carried "on" structure: County highway 26,  Year Built: 1972,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 55,400 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,684 (year 2030),  Design Load: HS 20,  Features Intersected: HWY 47 US 26,  Facility Carried by Structure: NW 185TH AVE CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 103.465,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 299.0m (981.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.1 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: 32.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9770 047C06429,  Location: 10.2 MI W OF PORTLAND CC (Lat: 45.541869,  Lng: -122.867561),  Route carried "under" structure: US 26,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 114,700 (year 2016),  Truck Traffic: 4%,  Features Intersected: HWY 47 US 26,  Facility Carried by Structure: NW 185TH AVE CO
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 103.465,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 18740 1145006,  Location: .4 Mi E Cornelius Pass (Lat: 45.536669,  Lng: -122.890781),  Route carried "on" structure: County highway C0000,  Year Built: 1998,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 2,250 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,060 (year 2030),  Design Load: HS 20,  Features Intersected: ROCK CR,  Facility Carried by Structure: NW AMBERWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.622,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 119.0m (390.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: 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 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19185,  Location: W of John Olsen Ave (Lat: 45.538461,  Lng: -122.889469),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 22,939 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,192 (year 2030),  Design Load: HS 20,  Features Intersected: ROCK CREEK OVERFLOW,  Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: 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: July 2016
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Structure Number: 19186,  Location: W of John Olsen Ave (Lat: 45.538600,  Lng: -122.890139),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 22,939 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,192 (year 2030),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 146.0m (479.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: 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: July 2016
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Structure Number: 19187,  Location: 2.2 MI N TV HWY. (Lat: 45.528661,  Lng: -122.937581),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 9,363 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,914 (year 2030),  Design Load: HS 20,  Features Intersected: TRI MET LIGHT RAIL TRACK,  Facility Carried by Structure: BROOKWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.33m (1.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $343,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $548,000 ( Estimate for 2011),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 19193 09350019,  Location: 001 MI N TUALATIN RIVER (Lat: 45.485889,  Lng: -122.981161),  Route carried "on" structure: County highway C0139,  Year Built: 2002,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 7,469 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,649 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: TUALATIN RIVER OVERFLOW,  Facility Carried by Structure: MINTER BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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: 19194 0935002,  Location: 018 MI S RIVER ROAD (Lat: 45.484889,  Lng: -122.982169),  Route carried "on" structure: County highway C0139,  Year Built: 2002,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 7,469 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,649 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: TUALATIN RIVER,  Facility Carried by Structure: MINTER BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.393,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  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: 19592 047 0587,  Location: 15.75 MI W OF PORTLAND CC (Lat: 45.579761,  Lng: -122.968167),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 13,400 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,808 (year 2030),  Design Load: HL 93,  Features Intersected: US 26 (HWY 047),  Facility Carried by Structure: JACKSON SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.549,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.4m (7.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.5m (139.4ft),  Curb-To-Curb Width: 2.4m (7.9ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 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: 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: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19592 047 0587,  Location: 15.75 MI W OF PORTLAND CC (Lat: 45.579761,  Lng: -122.968167),  Route carried "under" structure: US 26,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 74,400 (year 2016),  Truck Traffic: 3%,  Features Intersected: US 26 (HWY 047),  Facility Carried by Structure: JACKSON SCHOOL RD
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 94.468,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.5m (139.4ft)

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Structure Number: 19619 022,  Location: 030 MI N FARMINGTON ROAD (Lat: 45.489569,  Lng: -122.951419),  Route carried "on" structure: County highway C0022,  Year Built: 2004,  Status: Open,  Structure Length: 20.85m (68.41ft),  Average Daily Traffic: 6,196 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,556 (year 2030),  Design Load: HL 93,  Features Intersected: TUALATIN RIVER,  Facility Carried by Structure: ROOD BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.836,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable 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,  Inspection Date: September 2016,  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: 19878,  Location: 001 MI E 231ST AVE (Lat: 45.520381,  Lng: -122.913119),  Route carried "on" structure: County highway C0223,  Year Built: 2005,  Status: Open,  Structure Length: 0.33m (1.08ft),  Average Daily Traffic: 14,698 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,669 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: BASELINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 81.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19884,  Location: 002 MI E 231ST AVE (Lat: 45.519519,  Lng: -122.910189),  Route carried "on" structure: County highway C0223,  Year Built: 2005,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 16,829 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,669 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: BASELINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 274.0m (899.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  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: 19896 140 00549,  Location: AT HWY 142 JCT (Lat: 45.442300,  Lng: -122.984961),  Route carried "on" structure: State highway 219,  Year Built: 2007,  Status: Open,  Structure Length: 0.41m (1.35ft),  Average Daily Traffic: 4,800 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,700 (year 2036),  Design Load: HL 93,  Features Intersected: CAMPBELLS CREEK,  Facility Carried by Structure: HWY 140
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.835,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.1m (13.5ft),  Curb-To-Curb Width: 2.1m (6.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 83.6 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: 64.5 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20069 142 00184,  Location: 8.0 MI SW BEAVERTON CC (Lat: 45.449489,  Lng: -122.950931),  Route carried "on" structure: State highway 208,  Year Built: 2005,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 15,800 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,000 (year 2036),  Design Load: HL 93,  Features Intersected: TUALATIN RIVER,  Facility Carried by Structure: Farmington Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.961,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 131.0m (429.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20461 09020005,  Location: 009 MI EAST OF 264TH AVE (Lat: 45.538161,  Lng: -122.935989),  Route carried "on" structure: City street C0902,  Year Built: 2006,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 43 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 55 (year 2030),  Design Load: HS 20,  Features Intersected: DAWSON CREEK,  Facility Carried by Structure: NE AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.4m (4.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 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 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2097,  Location: 00.1 EAST ROOD BR ROAD (Lat: 45.497739,  Lng: -122.949431),  Route carried "on" structure: City street C0000,  Year Built: 2009,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 8,468 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,004 (year 2030),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.9m (183.4ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.2 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: 57.3 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: 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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21322 047 05784,  Location: 16.6 MI W OF PORTLAND CC (Lat: 45.585989,  Lng: -122.984386),  Route carried "on" structure: US 26,  Year Built: 2010,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 74,400 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 79,600 (year 2036),  Design Load: HL 93,  Features Intersected: MCKAY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 93.084,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 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: 48.3 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: 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: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21363 000 0017,  Location: MP 1.70 Cornelius Pass Rd (Lat: 45.520972,  Lng: -122.899792),  Route carried "on" structure: County highway C1112,  Year Built: 2010,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 19,990 (year 2010),  Truck Traffic: 20%,  Average Future Daily Traffic: 10,927 (year 2030),  Features Intersected: Hall Creek,  Facility Carried by Structure: Cornelius Pass Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.736,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 198.0m (649.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.9 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: 65.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21696 11120024,  Location: 003 MI N R/R UNDERPASS (Lat: 45.529150,  Lng: -122.899617),  Route carried "on" structure: County highway C1112,  Year Built: 2012,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 19,990 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,927 (year 2030),  Design Load: HL 93,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: CORNELIUS PASS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.862,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 4.7 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: 36.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 21697024950028,  Location: 005 N EVERGREEN ROAD (Lat: 45.555461,  Lng: -122.995811),  Route carried "on" structure: County highway A0685,  Year Built: 2011,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 6,382 (year 2010),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,927 (year 2030),  Features Intersected: MCKAY CREEK,  Facility Carried by Structure: GLENCOE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.3 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: 35.6 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 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: October 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21740 786 0005,  Location: 0055 MI N SIMPSON ROAD (Lat: 45.469461,  Lng: -123.009700),  Route carried "on" structure: County highway C0786,  Year Built: 2016,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 483 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 590 (year 2030),  Design Load: HL 93,  Features Intersected: Davis Creek,  Facility Carried by Structure: SW Johnson Sch Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.2 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: 5.8 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 desirable 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: August 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22339 047 06338,  Location: 11.1 MI W OF PORTLAND CC (Lat: 45.548150,  Lng: -122.883844),  Route carried "on" structure: US 26,  Year Built: 2017,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 114,700 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 152,200 (year 2036),  Design Load: HL 93,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.102,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 366.0m (1,200.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 6.8 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,  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: September 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 67123209630009,  Location: 002 MI N BURKHALTER (Lat: 45.467500,  Lng: -122.985961),  Route carried "on" structure: County highway CA139,  Year Built: 1959,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 281 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 383 (year 2030),  Design Load: H 20,  Features Intersected: DAVIS CREEK,  Facility Carried by Structure: MINTER BRIDGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 25.9 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: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $318,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 67123710290004,  Location: 008 MI N ROSEDALE ROAD (Lat: 45.480881,  Lng: -122.913569),  Route carried "on" structure: County highway C0208,  Year Built: 1978,  Status: Posted for load,  Structure Length: 0.18m (0.59ft),  Average Daily Traffic: 2,600 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,278 (year 2030),  Design Load: H 20,  Features Intersected: BUTTERNUT CREEK,  Facility Carried by Structure: SW 229th AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.283,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.18m (0.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $189,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $302,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 671311152000085,  Location: 0085 W CONNELL ST (Lat: 45.532669,  Lng: -123.005550),  Route carried "on" structure: County highway C2245,  Year Built: 1963,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 563 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,032 (year 2030),  Design Load: H 15,  Features Intersected: OVERFLOW MCKAY CREEK,  Facility Carried by Structure: PADGETT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.201,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  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: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.1 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: 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,  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: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $164,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 67131215200008,  Location: 008 W CONNELL ROAD (Lat: 45.532619,  Lng: -123.004700),  Route carried "on" structure: County highway C2245,  Year Built: 1971,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 563 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,032 (year 2030),  Design Load: HS 20,  Features Intersected: MCKAY CREEK,  Facility Carried by Structure: PADGETT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.203,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2017,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 671313,  Location: 005 E PADGETT ROAD (Lat: 45.542661,  Lng: -123.003981),  Route carried "on" structure: County highway C0168,  Year Built: 1978,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 1,789 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,993 (year 2030),  Design Load: HS 20,  Features Intersected: MCKAY CREEK,  Facility Carried by Structure: HORNECKER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.649,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 671315108400118,  Location: 0015 S MEEK ROAD (Lat: 45.565069,  Lng: -122.971281),  Route carried "on" structure: County highway C1900,  Year Built: 1972,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 8,882 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,808 (year 2030),  Design Load: HS 20,  Features Intersected: WAIBLE CREEK,  Facility Carried by Structure: JACKSON SCHOOL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 1.0m (3.3ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 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: August 2016,  Underwater Inspection Date: June 2015,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 67132309140007,  Location: 005 MI W 216TH AVE (Lat: 45.523439,  Lng: -122.909278),  Route carried "on" structure: County highway C1445,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 563 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,093 (year 2030),  Design Load: H 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: NW 227TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 0.6m (2.0ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.28m (0.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $295,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $471,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 67132709110011,  Location: 004 MI N BASELINE RD (Lat: 45.519919,  Lng: -122.887931),  Route carried "on" structure: County highway C2347,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 13,241 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,060 (year 2030),  Design Load: HS 20,  Features Intersected: BEAVERTON CREEK,  Facility Carried by Structure: SW 205TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 21.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2016,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $318,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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