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

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Structure Number: 357 003 01143,  Location: 0.1 MI N OF MAIN ST (O C) (Lat: 45.358961,  Lng: -122.609589),  Route carried "on" structure: State highway 43,  Year Built: 1922,  Status: Posted for load,  Structure Length: 23.32m (76.51ft),  Average Daily Traffic: 11,862 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,500 (year 2040),  Design Load: H 15,  Features Intersected: WILLAMETTE RIVER,  Facility Carried by Structure: HWY 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.395,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 55.2m (181.1ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 103.6m (339.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 17.8 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: 13.6 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: High priority of replacement,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 25.00m (82.02ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $2,603,000,  Roadway Improvement Cost: $260,000,  Total Project Cost: $4,164,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1214 018 01148,  Location: 013 MI E HWY 213 (Lat: 45.360472,  Lng: -122.573744),  Route carried "on" structure: County highway 9640,  Year Built: 1956,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 9,270 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,405 (year 2025),  Design Load: HS 20,  Features Intersected: ABERNETHY CREEK,  Facility Carried by Structure: REDLAND RD (W)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.282,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 19.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 14.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $328,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1215 018 01136,  Location: 014 MI E HWY 213 (Lat: 45.360475,  Lng: -122.572114),  Route carried "on" structure: County highway 9640,  Year Built: 1956,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 9,270 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,405 (year 2025),  Design Load: HS 20,  Features Intersected: ABERNETHY CREEK,  Facility Carried by Structure: REDLAND RD (E)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.137,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 13.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 10.0 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $482,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1618A01E 01138,  Location: 1.2 MI N OF OREGON CITY (Lat: 45.370367,  Lng: -122.601178),  Route carried "on" structure: State highway 99,  Year Built: 1990,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 31,727 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,400 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Clarkamette Park
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.314,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.6 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: 28.2 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $528,000,  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: 2374 01E 01229,  Location: IN OREGON CITY (Lat: 45.359186,  Lng: -122.607531),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 11.33m (37.17ft),  Average Daily Traffic: 17,409 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,100 (year 2040),  Design Load: H 15,  Features Intersected: Willamette River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.779,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $1,191,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,906,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2732 01E 01222,  Location: IN OREGON CITY (Lat: 45.359681,  Lng: -122.606539),  Route carried "on" structure: State highway 99,  Year Built: 1940,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 17,911 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,800 (year 2040),  Design Load: H 15,  Features Intersected: Partial Viaduct
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.666,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,076,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $1,721,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6044 028 00262,  Location: BTWN GEIGER&CRITSER RD (Lat: 45.306650,  Lng: -122.626061),  Route carried "on" structure: County highway ,  Year Built: 1936,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,300 (year 2018),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,900 (year 2038),  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: CENTRAL POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.352,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6215,  Location: 00.5 MI NE OF REDLAND RD (Lat: 45.358511,  Lng: -122.544931),  Route carried "on" structure: County highway C0423,  Year Built: 1963,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 268 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 287 (year 2025),  Design Load: H 20,  Features Intersected: POTTER CREEK,  Facility Carried by Structure: NEIBUR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6217 060 00184,  Location: 150 FT S OF REDLAND (Lat: 45.359669,  Lng: -122.570889),  Route carried "on" structure: County highway 9605,  Year Built: 1933,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 9,700 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,100 (year 2038),  Features Intersected: ABERNETHY CREEK,  Facility Carried by Structure: HOLLY LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 11.7 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: 9.1 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: 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: > 39.9% below),  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $512,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7164 01E 01386,  Location: 1.3 MI S Oregon City CC (Lat: 45.344989,  Lng: -122.628769),  Route carried "on" structure: State highway 99,  Year Built: 1949,  Status: Temporarily open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 7,876 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,350 (year 2040),  Features Intersected: Hillside
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.306,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 40.8 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.10m (39.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,268,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $2,029,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9403R064C0093,  Location: AT WEST LINN BR (Lat: 45.365306,  Lng: -122.600361),  Route carried "on" structure: Ramp Interstate 205,  Year Built: 1970,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 48,218 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,600 (year 2040),  Design Load: HS 20,  Features Intersected: Hwy 81 (OR99E)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.967,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.9 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: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9702 064 00951,  Location: 0.4 MI N OF W. LINN BR (Lat: 45.366814,  Lng: -122.596639),  Route carried "on" structure: Interstate 205,  Year Built: 1972,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 96,436 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 133,200 (year 2040),  Design Load: HS 20,  Features Intersected: Main St,  Facility Carried by Structure: Hwy 064
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.305,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.0m (124.7ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $685,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,096,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9750 064C01024,  Location: 1.0 MI N OF OREGON CITY (Lat: 45.374931,  Lng: -122.587150),  Route carried "on" structure: US 205,  Year Built: 1971,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 121,061 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 164,500 (year 2040),  Design Load: HS 20,  Features Intersected: Hwy 064,  Facility Carried by Structure: Parkplace Conn
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.480,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.5 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: 23.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9865 01E 01179,  Location: 0.8 MI N OREGON CITY (Lat: 45.364600,  Lng: -122.600900),  Route carried "on" structure: State highway 99,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 31,727 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,400 (year 2040),  Design Load: HS 20,  Features Intersected: Abernethy Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.974,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 69.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: July 2021

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Structure Number: 9883 064 00969,  Location: 0.4 M E OF 1E INTERCHANGE (Lat: 45.368672,  Lng: -122.594075),  Route carried "on" structure: Interstate 205,  Year Built: 1971,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 96,436 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 133,200 (year 2040),  Design Load: HS 20,  Features Intersected: Creek,  Facility Carried by Structure: Hwy 064
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.595,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 16522 160 00085,  Location: 2.9 MI OFF OREGON CITY CC (Lat: 45.361253,  Lng: -122.582144),  Route carried "on" structure: Bypass State highway 213,  Year Built: 1983,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 36,428 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,300 (year 2040),  Design Load: HS 20,  Features Intersected: REDLAND RD & CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 8.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $849,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $1,358,000,  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: 16523 160 00063,  Location: 1 M S I-205 & PARK PLACE (Lat: 45.364100,  Lng: -122.584197),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 36,428 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,300 (year 2040),  Design Load: HS 20,  Features Intersected: Hwy 160,  Facility Carried by Structure: Holcomb Blvd Co.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18285 058 00002,  Location: 150 FT SW REDLAND RD (Lat: 45.361969,  Lng: -122.585611),  Route carried "on" structure: County highway 9637,  Year Built: 2000,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 26,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ABERNETHY CREEK,  Facility Carried by Structure: ANCHOR WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19119,  Location: 005 MI N OREGON CITY CC (Lat: 45.363739,  Lng: -122.597419),  Route carried "on" structure: State highway 213,  Year Built: 2003,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 12,680 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,430 (year 2025),  Design Load: HL 93,  Features Intersected: ABERNETHY CREEK,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.0m (111.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: N8837B064 01072,  Location: 1.6 MI NE OREGON CTY CC (Lat: 45.380400,  Lng: -122.580600),  Route carried "on" structure: Interstate 205,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 54,814 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 74,400 (year 2040),  Design Load: HS 20,  Features Intersected: Clackamas River,  Facility Carried by Structure: Hwy 064 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.252,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 23.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 357 003 01143,  Location: 0.1 MI N OF MAIN ST (O C) (Lat: 45.358961,  Lng: -122.609589),  Route carried "under" structure: State highway 99,  Year Built: 1922,  Structure Length: 0. m,  Average Daily Traffic: 17,846 (year 2020),  Truck Traffic: 6%,  Features Intersected: WILLAMETTE RIVER,  Facility Carried by Structure: HWY 3
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 19.940,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 103.6m (339.9ft)

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Structure Number: 1618A01E 01138,  Location: 1.2 MI N OF OREGON CITY (Lat: 45.370367,  Lng: -122.601178),  Route carried "under" structure: State highway 99,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 1,749 (year 2020),  Truck Traffic: 3%,  Features Intersected: Clarkamette Park
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 18.475,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 9702 064 00951,  Location: 0.4 MI N OF W. LINN BR (Lat: 45.366814,  Lng: -122.596639),  Route carried "under" structure: State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 110,300 (year 2010),  Truck Traffic: 10%,  Features Intersected: Main St,  Facility Carried by Structure: Hwy 064
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 9750 064C01024,  Location: 1.0 MI N OF OREGON CITY (Lat: 45.374931,  Lng: -122.587150),  Route carried "under" structure: Interstate 205,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 121,061 (year 2020),  Truck Traffic: 10%,  Features Intersected: Hwy 064,  Facility Carried by Structure: Parkplace Conn
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 16.480,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 16522 160 00085,  Location: 2.9 MI OFF OREGON CITY CC (Lat: 45.361253,  Lng: -122.582144),  Route carried "under" structure: County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 42,300 (year 2010),  Truck Traffic: 5%,  Features Intersected: REDLAND RD & CREEK,  Facility Carried by Structure: OR 213 (HWY 160)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 16523 160 00063,  Location: 1 M S I-205 & PARK PLACE (Lat: 45.364100,  Lng: -122.584197),  Route carried "under" structure: State highway 213,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 36,428 (year 2020),  Truck Traffic: 5%,  Features Intersected: Hwy 160,  Facility Carried by Structure: Holcomb Blvd Co.
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.8m (169.9ft)