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

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Structure Number: 1923A035 07447,  Location: 02.7 MI W HWY 001 JCT (Lat: 43.133789,  Lng: -123.399047),  Route carried "on" structure: State highway 42,  Year Built: 1976,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 8,906 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,750 (year 2040),  Design Load: HS 20,  Features Intersected: WB S.UMPQUA RV (WINSTON)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.848,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 55.5m (182.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.8 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: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: April 2020,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2173A035 07602,  Location: 012 MI NW HWY 1 JCT (Lat: 43.147708,  Lng: -123.376014),  Route carried "on" structure: State highway 42,  Year Built: 1976,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 21,979 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,500 (year 2040),  Design Load: HS 20,  Features Intersected: CORP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.294,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.4 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: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7804N001 12003,  Location: HWY 001 OVER SPEEDWAY RD (Lat: 43.160522,  Lng: -123.365311),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 41,586 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 54,900 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 @ SPEEDWAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.170,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7824 001 11918,  Location: 04.8 MI S OF ROSEBURG SCL (Lat: 43.148139,  Lng: -123.364839),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 15,294 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 17,900 (year 2040),  Design Load: HS 20,  Features Intersected: I-5, (HWY 001),  Facility Carried by Structure: GRANT SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7839 001 11344,  Location: 10.5 MI S OF ROSEBURG SCL (Lat: 43.074031,  Lng: -123.358331),  Route carried "on" structure: Interstate 5,  Year Built: 1956,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 11,913 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 13,600 (year 2040),  Design Load: HS 20,  Features Intersected: CLARKS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.5 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7839A001 11344,  Location: 10.5 MI S OF ROSEBURG SCL (Lat: 43.074050,  Lng: -123.357939),  Route carried "on" structure: Interstate 5,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 11,913 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 13,600 (year 2040),  Design Load: HS 20,  Features Intersected: CLARKS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.564,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.5 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18399 000 00067,  Location: T28S-R6W-S3 (Lat: 43.160711,  Lng: -123.395589),  Route carried "on" structure: County highway A0849,  Year Built: 1996,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 1,886 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,131 (year 2025),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA RIVER,  Facility Carried by Structure: HAPPY VALLEY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.5 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: 38.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: July 2021,  Underwater Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 19738 001 12057,  Location: 03.4 MI S OF ROSEBURG SCL (Lat: 43.169100,  Lng: -123.366900),  Route carried "on" structure: Interstate 5,  Year Built: 2006,  Status: Open,  Structure Length: 29.00m (95.14ft),  Average Daily Traffic: 20,495 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 29,600 (year 2040),  Design Load: HL 93,  Features Intersected: S UMPQUA R & CORP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.039,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 83.0m (272.3ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19740 001 12049,  Location: 03.5 MI S OF ROSEBURG SCL (Lat: 43.167500,  Lng: -123.366150),  Route carried "on" structure: Interstate 5,  Year Built: 2007,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 20,495 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 29,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-5 @ HWY 234
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19741 001 12049,  Location: 03.5 MI S OF ROSEBURG SCL (Lat: 43.167042,  Lng: -123.366219),  Route carried "on" structure: Interstate 5,  Year Built: 2007,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 20,495 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 29,600 (year 2040),  Design Load: HL 93,  Features Intersected: I-5 @ HWY 234
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 31.4 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: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19C159 16 1157,  Location: 1.7 MI SE KELLEYS KORNER (Lat: 43.126906,  Lng: -123.363086),  Route carried "on" structure: County highway A392,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 1,668 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,888 (year 2025),  Design Load: H 20,  Features Intersected: ROBERTS CREEK,  Facility Carried by Structure: COUNTY RD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.620,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C204011000004,  Location: 0.5 MI N KELLEYS KORNER (Lat: 43.153300,  Lng: -123.381100),  Route carried "on" structure: County highway C0110,  Year Built: 1968,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,050 (year 2025),  Design Load: H 20,  Features Intersected: ROBERTS CREEK,  Facility Carried by Structure: COUNTY RD 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.5 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C363 16 143,  Location: 1.0 MI N OF KELLYS KORNER (Lat: 43.159800,  Lng: -123.382100),  Route carried "on" structure: County highway A392,  Year Built: 1960,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,008 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,137 (year 2025),  Design Load: H 20,  Features Intersected: ROBERTS CREEK,  Facility Carried by Structure: COUNTY RD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.014,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C407 16 1221,  Location: 1.1 MI SE KELLEYS KORNER (Lat: 43.132342,  Lng: -123.372839),  Route carried "on" structure: County highway A392,  Year Built: 1969,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 2,612 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,952 (year 2025),  Design Load: HS 20,  Features Intersected: SPRR,  Facility Carried by Structure: COUNTY RD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.650,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 32.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $656,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $1,050,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C421035700018,  Location: 11.5 MI S OF ROSEBURG (Lat: 43.079761,  Lng: -123.340578),  Route carried "on" structure: County highway C0357,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 552 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 622 (year 2025),  Design Load: H 20,  Features Intersected: CLARK BRANCH CR,  Facility Carried by Structure: WAGONTIRE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: County 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: 8.8m (28.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 88.9 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C511207A00002,  Location: 0.7 MI N KELLEYS KORNER (Lat: 43.156147,  Lng: -123.381992),  Route carried "on" structure: County highway C207A,  Year Built: 1978,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,717 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,942 (year 2025),  Design Load: HS 20,  Features Intersected: ROBERTS CREEK,  Facility Carried by Structure: COUNTY RD 207A
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C523 26 002,  Location: 1 MILE N OF KELLYS KORNER (Lat: 43.159400,  Lng: -123.381900),  Route carried "on" structure: County highway A849,  Year Built: 1992,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 8,893 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,643 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: ROBERTS CREEK,  Facility Carried by Structure: COUNTY RD 26C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C524395-00.07,  Location: T28S-R6W-S11 (Lat: 43.148558,  Lng: -123.379733),  Route carried "on" structure: County highway 395,  Year Built: 1993,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 301 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 340 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: ROBERTS CREEK,  Facility Carried by Structure: INDUSTRIAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20333 035 07665,  Location: 005 MI NW HWY 1 JCT (Lat: 43.152931,  Lng: -123.365008),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 21,979 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,500 (year 2040),  Design Load: HL 93,  Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.356,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20389 001 11774,  Location: 06.1 MI S OF ROSEBURG SCL (Lat: 43.127561,  Lng: -123.364350),  Route carried "on" structure: Interstate 5,  Year Built: 2006,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 20,793 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 27,450 (year 2040),  Design Load: HL 93,  Features Intersected: ROBERTS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.5 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: 40.5 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: Equal to present desirable criteria,  Underclear: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20422 001 11774,  Location: 06.2 MI S OF ROSEBURG SCL (Lat: 43.127350,  Lng: -123.363961),  Route carried "on" structure: Interstate 5,  Year Built: 2006,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 20,793 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 27,450 (year 2040),  Design Load: HL 93,  Features Intersected: ROBERTS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.484,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 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: 33.7 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21087 001 12169,  Location: 02.3 MI S OF ROSEBURG SCL (Lat: 43.183322,  Lng: -123.374097),  Route carried "on" structure: Interstate 5,  Year Built: 2009,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 41,275 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 60,000 (year 2040),  Design Load: HL 93,  Features Intersected: I-5 @ MCLAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.841,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 30 degrees,  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: 30.7m (100.7ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7804N001 12003,  Location: HWY 001 OVER SPEEDWAY RD (Lat: 43.160522,  Lng: -123.365311),  Route carried "under" structure: County highway ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 41,300 (year 2010),  Truck Traffic: 17%,  Features Intersected: I-5 @ SPEEDWAY RD,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 7824 001 11918,  Location: 04.8 MI S OF ROSEBURG SCL (Lat: 43.148139,  Lng: -123.364839),  Route carried "under" structure: Interstate 5,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 41,586 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-5, (HWY 001),  Facility Carried by Structure: GRANT SMITH ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 191.802,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 7839 001 11344,  Location: 10.5 MI S OF ROSEBURG SCL (Lat: 43.074031,  Lng: -123.358331),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,304 (year 2010),  Truck Traffic: 10%,  Features Intersected: CLARKS BRANCH RD,  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 7839A001 11344,  Location: 10.5 MI S OF ROSEBURG SCL (Lat: 43.074050,  Lng: -123.357939),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,304 (year 2010),  Truck Traffic: 10%,  Features Intersected: CLARKS BRANCH RD,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 19740 001 12049,  Location: 03.5 MI S OF ROSEBURG SCL (Lat: 43.167500,  Lng: -123.366150),  Route carried "under" structure: State highway 99,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 41,300 (year 2010),  Truck Traffic: 17%,  Features Intersected: I-5 @ HWY 234,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 6.72m (22.05ft),  Kilometerpoint: 193.910,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 19741 001 12049,  Location: 03.5 MI S OF ROSEBURG SCL (Lat: 43.167042,  Lng: -123.366219),  Route carried "under" structure: State highway 99,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 41,300 (year 2010),  Truck Traffic: 17%,  Features Intersected: I-5 @ HWY 234,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 6.72m (22.05ft),  Kilometerpoint: 33.764,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 19C407 16 1221,  Location: 1.1 MI SE KELLEYS KORNER (Lat: 43.132342,  Lng: -123.372839),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1,900 (year 2010),  Truck Traffic: 2%,  Features Intersected: SPRR,  Facility Carried by Structure: COUNTY RD 16
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 20333 035 07665,  Location: 005 MI NW HWY 1 JCT (Lat: 43.152931,  Lng: -123.365008),  Route carried "under" structure: Interstate 5,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,793 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-5 (HWY 001)
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 192.317,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 20389 001 11774,  Location: 06.1 MI S OF ROSEBURG SCL (Lat: 43.127561,  Lng: -123.364350),  Route carried "under" structure: County highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 515 (year 2010),  Truck Traffic: 1%,  Features Intersected: ROBERTS CREEK RD,  Facility Carried by Structure: I-5 (HWY 001) SB
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 20422 001 11774,  Location: 06.2 MI S OF ROSEBURG SCL (Lat: 43.127350,  Lng: -123.363961),  Route carried "under" structure: County highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 515 (year 2010),  Truck Traffic: 1%,  Features Intersected: ROBERTS CREEK RD,  Facility Carried by Structure: I-5 (HWY 001) NB
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 21087 001 12169,  Location: 02.3 MI S OF ROSEBURG SCL (Lat: 43.183322,  Lng: -123.374097),  Route carried "under" structure: Ramp Interstate 5,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 368 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-5 @ MCLAIN RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 195.841,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 12.8m (42.0ft)