Bridge Statistics for Roseburg, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21940-1949
- 61950-1959
- 61960-1969
- 101970-1979
- 51980-1989
- 71990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 41.2%Good
- 47.1%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 32.4%Good
- 47.1%Satisfactory
- 8.8%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 2.9%Very good
- 32.4%Good
- 35.3%Satisfactory
- 26.5%Fair
- 2.9%Poor
- Bridge Condition - Channel
- 44.8%Good
- 24.1%Satisfactory
- 27.6%Fair
- 3.4%Poor
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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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
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)
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)
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)