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

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Structure Number: 2279A234 0171,  Location: 00.1 N JCT HWY 073 (Lat: 43.214422,  Lng: -123.342747),  Route carried "on" structure: State highway 99,  Year Built: 1937,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,389 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,560 (year 2030),  Design Load: H 15,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  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: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3395A234 01524,  Location: 003 MI N ROSEBURG (Lat: 43.239414,  Lng: -123.352917),  Route carried "on" structure: State highway 99,  Year Built: 1995,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 18,966 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,736 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.526,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.9m (6.2ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 6821A073 00002,  Location: 0.2 MI E OF JCT HWY 99 (Lat: 43.213483,  Lng: -123.342475),  Route carried "on" structure: State highway 138,  Year Built: 1967,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 11,336 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,800 (year 2040),  Design Load: HS 20,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  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: 20.1m (65.9ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.3 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7016A,  Location: 0.2 MI E. OF I-5 (Lat: 43.211722,  Lng: -123.350358),  Route carried "on" structure: State highway 138,  Year Built: 1971,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 16,670 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,800 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.580,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 79.2m (259.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.4 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: 43.4 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 minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7404 001 12454,  Location: 00.6 MI N OF ROSEBURG SCL (Lat: 43.219311,  Lng: -123.358111),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Status: Open,  Structure Length: 21.76m (71.39ft),  Average Daily Traffic: 23,499 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 35,250 (year 2040),  Design Load: HS 20,  Features Intersected: S UMPQUA R (VETS BR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.428,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7404A001 12454,  Location: 00.6 MI N OF ROSEBURG SCL (Lat: 43.219172,  Lng: -123.357847),  Route carried "on" structure: Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 21.76m (71.39ft),  Average Daily Traffic: 23,499 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 35,250 (year 2040),  Design Load: HS 20,  Features Intersected: S UMPQUA R (VETS BR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 200.428,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7667 001 12508,  Location: 00.4 MI S OF ROSEBURG NCL (Lat: 43.226869,  Lng: -123.361000),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 1,638 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,000 (year 2030),  Design Load: HS 20,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: GARDEN VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 201.281,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 22.4 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: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,278,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $2,045,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7668A001 12422,  Location: 00.3 MI N OF ROSEBURG SCL (Lat: 43.214878,  Lng: -123.355919),  Route carried "on" structure: Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 46,998 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 70,500 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 @ BELLOWS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.913,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 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: 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: Epoxy Overlay

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Structure Number: 7668B001C12424,  Location: 00.3 MI N OF ROSEBURG SCL (Lat: 43.215378,  Lng: -123.355706),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 11,130 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-5 @ BELLOWS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 28.8 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: 22.4 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: Equal 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: 7669A001 12415,  Location: 00.2 MI N OF ROSEBURG SCL (Lat: 43.213903,  Lng: -123.355442),  Route carried "on" structure: Interstate 5,  Year Built: 1976,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 46,998 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 70,500 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 @ HARVARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.800,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $2,525,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $4,040,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7670A001 12301,  Location: 03.1 M N JCT HWY 035 (Lat: 43.198811,  Lng: -123.359611),  Route carried "on" structure: Interstate 5,  Year Built: 1954,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 42,181 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 61,700 (year 2040),  Design Load: HS 20,  Features Intersected: I-5 @ PORTLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.965,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.5 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: 21.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $676,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8899,  Location: 0.2 MI E OF I-5 (Lat: 43.212169,  Lng: -123.349519),  Route carried "on" structure: State highway 138,  Year Built: 1961,  Status: Open,  Structure Length: 27.68m (90.81ft),  Average Daily Traffic: 9,117 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,500 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 6,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 26.2 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: 20.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 17235 001 12652,  Location: 0.1 MI N OF N CITY LIMITS (Lat: 43.247669,  Lng: -123.360050),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 17,273 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,729 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: EDENBOWER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.7 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: 35.3 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: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18438 00000 001,  Location: 0.1 MI SO STEWART PKWY (Lat: 43.238750,  Lng: -123.362181),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,441 (year 2020),  Average Future Daily Traffic: 1,626 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: EDENBOWER ST
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18439,  Location: 0.02 mi E of Stewart Pkwy (Lat: 43.234589,  Lng: -123.371800),  Route carried "on" structure: City street ,  Year Built: 1997,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 5,679 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,407 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: PUBLIC ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18790 00000 001,  Location: 1.0 Mi. west of I-5 (Lat: 43.231500,  Lng: -123.372900),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 21,296 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,024 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: GARDEN VALLEY ROAD
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 89.1 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: 68.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 18990 001 12572,  Location: 00.2 MI N OF ROSEBURG NCL (Lat: 43.236561,  Lng: -123.360639),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 6,965 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,653 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: STEWART PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.327,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.3m (112.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 34.7 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: 26.6 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,776,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $2,841,000,  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: 19739 001 12057,  Location: 03.4 MI S OF ROSEBURG SCL (Lat: 43.168900,  Lng: -123.367100),  Route carried "on" structure: Interstate 5,  Year Built: 2007,  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 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: 19C025 17 064,  Location: 0.6 MI E OF DIXONVILLE (Lat: 43.206883,  Lng: -123.229133),  Route carried "on" structure: County highway A391,  Year Built: 1981,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,596 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,806 (year 2025),  Design Load: HS 20,  Features Intersected: NORTH DEER CREEK,  Facility Carried by Structure: COUNTY RD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.7 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: 43.1 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C080013500037,  Location: 1.5 MI E OF DIXONVILLE (Lat: 43.212283,  Lng: -123.212389),  Route carried "on" structure: County highway C0135,  Year Built: 1981,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 175 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 200 (year 2025),  Design Load: H 20,  Features Intersected: NO. FK. DEER CR.,  Facility Carried by Structure: BRUMBACH RD.CR#135
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  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: 14.9m (48.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.7 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: 52.2 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C081 16 035,  Location: 0.3 MI S OF DIXONVILLE (Lat: 43.201694,  Lng: -123.241439),  Route carried "on" structure: County highway A392,  Year Built: 1948,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,306 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,476 (year 2025),  Design Load: H 20,  Features Intersected: NORTH DEER CREEK,  Facility Carried by Structure: COUNTY RD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 80.7 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C149014800001,  Location: 1.5 MI E OF ROSEBURG (Lat: 43.211267,  Lng: -123.302550),  Route carried "on" structure: County highway C0148,  Year Built: 1984,  Status: Posted for load-capacity,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 88 (year 2020),  Average Future Daily Traffic: 98 (year 2025),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: DAWSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C152 16 284,  Location: 2.8 MI S OF DIXONVILLE (Lat: 43.168753,  Lng: -123.246228),  Route carried "on" structure: County highway A392,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 486 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 551 (year 2025),  Design Load: H 20,  Features Intersected: SOUTH DEER CREEK,  Facility Carried by Structure: COUNTY RD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.571,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 14.3 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: 11.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: > 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: $513,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C420322A00003,  Location: 2.0 MI N OF ROSEBURG (Lat: 43.243769,  Lng: -123.342789),  Route carried "on" structure: County highway C322A,  Year Built: 1970,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,277 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,441 (year 2025),  Design Load: H 20,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: COUNTY RD 322A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 15.9 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: 12.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Open Grating

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Structure Number: 19C506 167 036,  Location: 2.0 MI NW OF ROSEBURG (Lat: 43.241497,  Lng: -123.408397),  Route carried "on" structure: County highway A379,  Year Built: 1963,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 7,548 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,515 (year 2025),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA OVERFLOW,  Facility Carried by Structure: COUNTY RD 167
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C507 167 06,  Location: 2.3 MI NW OF ROSEBURG (Lat: 43.241511,  Lng: -123.409869),  Route carried "on" structure: County highway A397,  Year Built: 1963,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 7,879 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,888 (year 2025),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA OVERFLOW,  Facility Carried by Structure: COUNTY RD 167
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 19C508 167 072,  Location: 2.7 MI NW OF ROSEBURG (Lat: 43.241567,  Lng: -123.412172),  Route carried "on" structure: County highway A397,  Year Built: 1964,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 7,850 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,856 (year 2025),  Design Load: HS 20,  Features Intersected: S UMPQUA RIVER/CONN FORD,  Facility Carried by Structure: COUNTY RD 167
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.159,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 13.9 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: 10.7 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 replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.90m (68.57ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2018,  Bridge Improvement Cost: $2,198,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $3,516,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T01,  Location: 0.5 MI N OF S UMPQUA R. (Lat: 43.226117,  Lng: -123.373825),  Route carried "on" structure: City street 3135,  Year Built: 1973,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 17,341 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,091 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: STEWART PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.8 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: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $99,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $159,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T03,  Location: 1.5 E OF S UMPQUA RIVER (Lat: 43.210317,  Lng: -123.323992),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 6,466 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,602 (year 2025),  Design Load: H 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: DOUGLAS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 11.0 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: 8.4 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $663,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $1,061,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T04,  Location: 0.1 S DIAMOND LAKE BLVD (Lat: 43.212464,  Lng: -123.341522),  Route carried "on" structure: City street 3055,  Year Built: 1927,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 12,061 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,811 (year 2025),  Design Load: H 15,  Features Intersected: DEER CREEK,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T05,  Location: 0.4 W OF I-5 (Lat: 43.217519,  Lng: -123.366314),  Route carried "on" structure: City street C0000,  Year Built: 1946,  Status: Posted for load,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 4,541 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,123 (year 2025),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA RIVER,  Facility Carried by Structure: STEWART PARK ROAD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.4m (221.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 7.8 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: 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  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: > 39.9% below),  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,047,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,675,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 26T06,  Location: 0.1 S OF DIAMOND LAKE BLV (Lat: 43.212536,  Lng: -123.339908),  Route carried "on" structure: City street 3065,  Year Built: 1980,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 6,814 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,687 (year 2025),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: FOWLER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T07,  Location: 0.2 N OF S UMPQUA RIVER (Lat: 43.225572,  Lng: -123.381833),  Route carried "on" structure: City street 3175,  Year Built: 1971,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,143 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,293 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T08A,  Location: 0.4 MI N S UMPQUA RIVER (Lat: 43.225181,  Lng: -123.376692),  Route carried "on" structure: City street C0000,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,147 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,820 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTON CREEK/KEASEY ST.,  Facility Carried by Structure: KEASEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26T09,  Location: 0.9 MI W OF I-5 (Lat: 43.216094,  Lng: -123.374928),  Route carried "on" structure: City street 3135,  Year Built: 1978,  Status: Open,  Structure Length: 19.39m (63.62ft),  Average Daily Traffic: 12,589 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,339 (year 2025),  Design Load: HS 20,  Features Intersected: SOUTH UMPQUA RIVER,  Facility Carried by Structure: STEWART PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 79.2m (259.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.4 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: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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: April 2021,  Underwater Inspection Date: September 2021

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Structure Number: 26T11,  Location: 0.1 MI SE STEWARD PKWY (Lat: 43.236789,  Lng: -123.368817),  Route carried "on" structure: City street C0000,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,131 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,404 (year 2025),  Design Load: HS 20,  Features Intersected: NEWTON CREEK,  Facility Carried by Structure: RENNAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7667 001 12508,  Location: 00.4 MI S OF ROSEBURG NCL (Lat: 43.226869,  Lng: -123.361000),  Route carried "under" structure: Interstate 5,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 34,183 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: GARDEN VALLEY ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 201.297,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 7669A001 12415,  Location: 00.2 MI N OF ROSEBURG SCL (Lat: 43.213903,  Lng: -123.355442),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2010),  Features Intersected: I-5 @ HARVARD AVE,  Facility Carried by Structure: I-5 (HWY 001)
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 199.800,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 7670A001 12301,  Location: 03.1 M N JCT HWY 035 (Lat: 43.198811,  Lng: -123.359611),  Route carried "under" structure: ServiceInterstate 5,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 42,181 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-5 @ PORTLAND AVE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 197.965,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 17235 001 12652,  Location: 0.1 MI N OF N CITY LIMITS (Lat: 43.247669,  Lng: -123.360050),  Route carried "under" structure: Interstate 5,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 33,031 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-5 (HWY 001),  Facility Carried by Structure: EDENBOWER ST
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 203.614,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)