Bridge Statistics for Tutuilla, Oregon (OR)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 108ft / 33.2mTotal length
- 50,140Total average daily traffic
- 16,189Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tutuilla
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 71970-1979
- 11990-1999
- Bridge Condition - Deck
- 33.3%Very good
- 16.7%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Channel
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 9525A006 21306, Location: 035 MI E JCT US 395 (Lat: 45.659697, Lng: -118.735894), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 7,512 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: HWY 67 EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.887, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 9525A006 21306, Location: 035 MI E JCT US 395 (Lat: 45.659697, Lng: -118.735894), Route carried "on" structure: Interstate 84, Year Built: 1969, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 7,512 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 8,600 (year 2040), Design Load: HS 20, Features Intersected: HWY 67 EB CONN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.887, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.3 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 9567 331 00451, Location: 4.5 MI.S.JCT. OR 11 (Lat: 45.638428, Lng: -118.684061), Route carried "on" structure: State highway 331, Year Built: 1971, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 8,972 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 12,900 (year 2040), Design Load: HS 20, Features Intersected: I-84 (HWY 006)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 28.2 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: 21.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9567 331 00451, Location: 4.5 MI.S.JCT. OR 11 (Lat: 45.638428, Lng: -118.684061), Route carried "on" structure: State highway 331, Year Built: 1971, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 8,972 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 12,900 (year 2040), Design Load: HS 20, Features Intersected: I-84 (HWY 006)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.274, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 28.2 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: 21.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9648 006F22471, Location: 151 MI SE JCT US 395 (Lat: 45.579861, Lng: -118.589550), Route carried "on" structure: ServiceState highway 84, Year Built: 1973, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 65 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 60 (year 2030), Design Load: HS 20, Features Intersected: I-84 (HWY 6 EB), Facility Carried by Structure: HWY 6 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 361.636, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to 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, Membrane: Preformed Fabric
Structure Number: 9648 006F22471, Location: 151 MI SE JCT US 395 (Lat: 45.579861, Lng: -118.589550), Route carried "on" structure: ServiceState highway 84, Year Built: 1973, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 65 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 60 (year 2030), Design Load: HS 20, Features Intersected: I-84 (HWY 6 EB), Facility Carried by Structure: HWY 6 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 361.636, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to 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, Membrane: Preformed Fabric
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Structure Number: 9649 006 22405, Location: 145 MI SE JCT US 395 (Lat: 45.583031, Lng: -118.589050), Route carried "on" structure: Interstate 84, Year Built: 1973, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 5,386 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20, Features Intersected: EMIGRANT HILL INT WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.574, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Latex Concrete
Structure Number: 9649 006 22405, Location: 145 MI SE JCT US 395 (Lat: 45.583031, Lng: -118.589050), Route carried "on" structure: Interstate 84, Year Built: 1973, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 5,386 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20, Features Intersected: EMIGRANT HILL INT WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 360.574, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 23.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.8 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Latex Concrete
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Structure Number: 18512 098700196, Location: 3.5 MI N OF BEST ROAD (Lat: 45.652800, Lng: -118.745300), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 202 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 227 (year 2025), Design Load: HS 25 or greater, Features Intersected: PATAWA CREEK, Facility Carried by Structure: GOAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18512 098700196, Location: 3.5 MI N OF BEST ROAD (Lat: 45.652800, Lng: -118.745300), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 202 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 227 (year 2025), Design Load: HS 25 or greater, Features Intersected: PATAWA CREEK, Facility Carried by Structure: GOAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 59C015105000909, Location: 0.7 MI E OF HWY 395 (Lat: 45.551336, Lng: -118.772725), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 392 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 412 (year 2025), Design Load: HS 20, Features Intersected: MCKAY CREEK, Facility Carried by Structure: SPRING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.629, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 59C015105000909, Location: 0.7 MI E OF HWY 395 (Lat: 45.551336, Lng: -118.772725), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 392 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 412 (year 2025), Design Load: HS 20, Features Intersected: MCKAY CREEK, Facility Carried by Structure: SPRING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.629, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9525A006 21306, Location: 035 MI E JCT US 395 (Lat: 45.659697, Lng: -118.735894), Route carried "under" structure: US 30, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 603 (year 2020), Truck Traffic: 15%, Features Intersected: HWY 67 EB CONN, Facility Carried by Structure: I-84 (HWY 006) EB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.107, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 9525A006 21306, Location: 035 MI E JCT US 395 (Lat: 45.659697, Lng: -118.735894), Route carried "under" structure: US 30, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 603 (year 2020), Truck Traffic: 15%, Features Intersected: HWY 67 EB CONN, Facility Carried by Structure: I-84 (HWY 006) EB
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.107, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 9567 331 00451, Location: 4.5 MI.S.JCT. OR 11 (Lat: 45.638428, Lng: -118.684061), Route carried "under" structure: Interstate 84, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,850 (year 2020), Truck Traffic: 34%, Features Intersected: I-84 (HWY 006), Facility Carried by Structure: HWY 331
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 347.683, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.6m (179.1ft)
Structure Number: 9567 331 00451, Location: 4.5 MI.S.JCT. OR 11 (Lat: 45.638428, Lng: -118.684061), Route carried "under" structure: Interstate 84, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 10,850 (year 2020), Truck Traffic: 34%, Features Intersected: I-84 (HWY 006), Facility Carried by Structure: HWY 331
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 347.683, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 54.6m (179.1ft)
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Structure Number: 9648 006F22471, Location: 151 MI SE JCT US 395 (Lat: 45.579861, Lng: -118.589550), Route carried "under" structure: Interstate 84, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,386 (year 2020), Truck Traffic: 34%, Features Intersected: I-84 (HWY 6 EB), Facility Carried by Structure: HWY 6 FRONTAGE RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 361.636, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 9648 006F22471, Location: 151 MI SE JCT US 395 (Lat: 45.579861, Lng: -118.589550), Route carried "under" structure: Interstate 84, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 5,386 (year 2020), Truck Traffic: 34%, Features Intersected: I-84 (HWY 6 EB), Facility Carried by Structure: HWY 6 FRONTAGE RD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 361.636, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 9649 006 22405, Location: 145 MI SE JCT US 395 (Lat: 45.583031, Lng: -118.589050), Route carried "under" structure: ServiceInterstate 84, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 10,772 (year 2020), Truck Traffic: 34%, Features Intersected: EMIGRANT HILL INT WB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 361.941, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 9649 006 22405, Location: 145 MI SE JCT US 395 (Lat: 45.583031, Lng: -118.589050), Route carried "under" structure: ServiceInterstate 84, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 10,772 (year 2020), Truck Traffic: 34%, Features Intersected: EMIGRANT HILL INT WB
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 361.941, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.9m (71.9ft)