Bridge Statistics for Plumas Lake, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 223ft / 67.6mTotal length
- 96,970Total average daily traffic
- 7,493Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Plumas Lake
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 41960-1969
- 11970-1979
- 11990-1999
- 62000-2009
- 42010-2019
- Bridge Condition - Deck
- 41.7%Good
- 33.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 83.3%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 40.0%Fair
- 40.0%Poor
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Structure Number: 16 0039L, Location: 03-YUB-070-R3.96 (Lat: 39.028989, Lng: -121.545906), Route carried "on" structure: State highway 70, Year Built: 1967, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 17,818 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR,BNSF RY,PLUMAS-AR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.960, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.8 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16 0039L, Location: 03-YUB-070-R3.96 (Lat: 39.028989, Lng: -121.545906), Route carried "on" structure: State highway 70, Year Built: 1967, Status: Open, Structure Length: 9.28m (30.45ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 17,818 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR,BNSF RY,PLUMAS-AR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.960, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.8 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16 0039R, Location: 03-YUB-070-R3.92 (Lat: 39.028500, Lng: -121.545878), Route carried "on" structure: State highway 70, Year Built: 2004, Status: Open, Structure Length: 13.90m (45.60ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 19,670 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR,BNSF RY,PLUMAS-AR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.920, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.0m (190.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16 0039R, Location: 03-YUB-070-R3.92 (Lat: 39.028500, Lng: -121.545878), Route carried "on" structure: State highway 70, Year Built: 2004, Status: Open, Structure Length: 13.90m (45.60ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 19,670 (year 2042), Design Load: HS 20+Mod, Features Intersected: UP RR,BNSF RY,PLUMAS-AR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.920, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.0m (190.3ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16 0040L, Location: 03-YUB-070-R3.75 (Lat: 39.026197, Lng: -121.547267), Route carried "on" structure: State highway 70, Year Built: 1967, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 17,818 (year 2042), Design Load: HS 20, Features Intersected: ALGODON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 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: 32.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16 0040L, Location: 03-YUB-070-R3.75 (Lat: 39.026197, Lng: -121.547267), Route carried "on" structure: State highway 70, Year Built: 1967, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 17,818 (year 2042), Design Load: HS 20, Features Intersected: ALGODON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 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: 32.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16 0040R, Location: 03-YUB-070-R3.75 (Lat: 39.026219, Lng: -121.546933), Route carried "on" structure: State highway 70, Year Built: 2004, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 19,670 (year 2042), Design Load: HS 20+Mod, Features Intersected: ALGODON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16 0040R, Location: 03-YUB-070-R3.75 (Lat: 39.026219, Lng: -121.546933), Route carried "on" structure: State highway 70, Year Built: 2004, Status: Open, Structure Length: 3.19m (10.47ft), Average Daily Traffic: 8,000 (year 2009), Truck Traffic: 7%, Average Future Daily Traffic: 19,670 (year 2042), Design Load: HS 20+Mod, Features Intersected: ALGODON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.750, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16 005, Location: 03-YUB-070-R3.48 (Lat: 39.022017, Lng: -121.547197), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 2,000 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 4,163 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: PLUMAS LAKE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16 005, Location: 03-YUB-070-R3.48 (Lat: 39.022017, Lng: -121.547197), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 2,000 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 4,163 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: PLUMAS LAKE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.0m (62.3ft), Out-to-Out Width: 21.4m (70.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16 0051, Location: 03-YUB-070-R0.39 (Lat: 38.978214, Lng: -121.543281), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,071 (year 2040), Design Load: HL 93, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: FEATHER RIVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16 0051, Location: 03-YUB-070-R0.39 (Lat: 38.978214, Lng: -121.543281), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,071 (year 2040), Design Load: HL 93, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: FEATHER RIVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16C0028, Location: 1.8 MI WEST OF S.R. 70 (Lat: 38.972614, Lng: -121.568192), Route carried "on" structure: County highway , Year Built: 1926, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 770 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 869 (year 2040), Features Intersected: LAKE OF THE WOODS SLOUGH, Facility Carried by Structure: FEATHER RIVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16C0028, Location: 1.8 MI WEST OF S.R. 70 (Lat: 38.972614, Lng: -121.568192), Route carried "on" structure: County highway , Year Built: 1926, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 770 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 869 (year 2040), Features Intersected: LAKE OF THE WOODS SLOUGH, Facility Carried by Structure: FEATHER RIVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 15.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16C0039, Location: 0.1 MI WEST OF S.R. 70 (Lat: 39.026269, Lng: -121.549347), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 3,838 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALGODON SLOUGH, Facility Carried by Structure: ALGODON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16C0039, Location: 0.1 MI WEST OF S.R. 70 (Lat: 39.026269, Lng: -121.549347), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 3,838 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALGODON SLOUGH, Facility Carried by Structure: ALGODON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16C0041, Location: 1/4 MI E OF SR 70 (Lat: 39.026386, Lng: -121.542256), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 11.54m (37.86ft), Average Daily Traffic: 1,700 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 3,183 (year 2038), Design Load: HS 20+Mod, Features Intersected: PLUMAS-ARBOGA CANAL, Facility Carried by Structure: PLUMAS ARBOGA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16C0041, Location: 1/4 MI E OF SR 70 (Lat: 39.026386, Lng: -121.542256), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 11.54m (37.86ft), Average Daily Traffic: 1,700 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 3,183 (year 2038), Design Load: HS 20+Mod, Features Intersected: PLUMAS-ARBOGA CANAL, Facility Carried by Structure: PLUMAS ARBOGA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16C0042, Location: 0.3 MI E OF 40 MI RD (Lat: 39.027022, Lng: -121.507847), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 109 (year 2040), Features Intersected: WEST BEST SLOUGH, Facility Carried by Structure: OLD 40 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Poor, 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: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16C0042, Location: 0.3 MI E OF 40 MI RD (Lat: 39.027022, Lng: -121.507847), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 109 (year 2040), Features Intersected: WEST BEST SLOUGH, Facility Carried by Structure: OLD 40 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Poor, 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: 18.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16C0043, Location: 0.4 MI E OF 40 MI RD (Lat: 39.027044, Lng: -121.506900), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 109 (year 2040), Features Intersected: EAST BEST SLOUGH, Facility Carried by Structure: OLD 40 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16C0043, Location: 0.4 MI E OF 40 MI RD (Lat: 39.027044, Lng: -121.506900), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 109 (year 2040), Features Intersected: EAST BEST SLOUGH, Facility Carried by Structure: OLD 40 MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 13.3 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18 0051, Location: 03-SUT-113-16.35 (Lat: 39.003556, Lng: -121.631528), Route carried "on" structure: State highway 113, Year Built: 2014, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 3,800 (year 2009), Truck Traffic: 40%, Average Future Daily Traffic: 5,000 (year 2039), Design Load: Greater than HL93, Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.350, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18 0051, Location: 03-SUT-113-16.35 (Lat: 39.003556, Lng: -121.631528), Route carried "on" structure: State highway 113, Year Built: 2014, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 3,800 (year 2009), Truck Traffic: 40%, Average Future Daily Traffic: 5,000 (year 2039), Design Load: Greater than HL93, Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.350, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16 0039L, Location: 03-YUB-070-R3.96 (Lat: 39.028989, Lng: -121.545906), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 400 (year 2010), Truck Traffic: 2%, Features Intersected: UP RR,BNSF RY,PLUMAS-AR, Facility Carried by Structure: STATE ROUTE 70 WB
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 16 0039L, Location: 03-YUB-070-R3.96 (Lat: 39.028989, Lng: -121.545906), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 400 (year 2010), Truck Traffic: 2%, Features Intersected: UP RR,BNSF RY,PLUMAS-AR, Facility Carried by Structure: STATE ROUTE 70 WB
Minimum Vertical Clearance: 7.37m (24.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 16 0039R, Location: 03-YUB-070-R3.92 (Lat: 39.028500, Lng: -121.545878), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Features Intersected: UP RR,BNSF RY,PLUMAS-AR, Facility Carried by Structure: STATE ROUTE 70 EB
Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 58.0m (190.3ft)
Structure Number: 16 0039R, Location: 03-YUB-070-R3.92 (Lat: 39.028500, Lng: -121.545878), Route carried "under" structure: County highway , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 200 (year 2012), Truck Traffic: 1%, Features Intersected: UP RR,BNSF RY,PLUMAS-AR, Facility Carried by Structure: STATE ROUTE 70 EB
Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 58.0m (190.3ft)
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Structure Number: 16 0040L, Location: 03-YUB-070-R3.75 (Lat: 39.026197, Lng: -121.547267), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 12%, Features Intersected: ALGODON ROAD, Facility Carried by Structure: STATE ROUTE 70 WB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 16 0040L, Location: 03-YUB-070-R3.75 (Lat: 39.026197, Lng: -121.547267), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 12%, Features Intersected: ALGODON ROAD, Facility Carried by Structure: STATE ROUTE 70 WB
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 16 0040R, Location: 03-YUB-070-R3.75 (Lat: 39.026219, Lng: -121.546933), Route carried "under" structure: State lands road , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2009), Truck Traffic: 12%, Features Intersected: ALGODON ROAD, Facility Carried by Structure: STATE ROUTE 70 EB
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 16 0040R, Location: 03-YUB-070-R3.75 (Lat: 39.026219, Lng: -121.546933), Route carried "under" structure: State lands road , Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2009), Truck Traffic: 12%, Features Intersected: ALGODON ROAD, Facility Carried by Structure: STATE ROUTE 70 EB
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 16 005, Location: 03-YUB-070-R3.48 (Lat: 39.022017, Lng: -121.547197), Route carried "under" structure: State highway 70, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2009), Truck Traffic: 7%, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: PLUMAS LAKE BLVD
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 3.480, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 16 005, Location: 03-YUB-070-R3.48 (Lat: 39.022017, Lng: -121.547197), Route carried "under" structure: State highway 70, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2009), Truck Traffic: 7%, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: PLUMAS LAKE BLVD
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 3.480, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 16 0051, Location: 03-YUB-070-R0.39 (Lat: 38.978214, Lng: -121.543281), Route carried "under" structure: State highway 70, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 17,700 (year 2014), Truck Traffic: 7%, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: FEATHER RIVER BLVD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.390, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 16 0051, Location: 03-YUB-070-R0.39 (Lat: 38.978214, Lng: -121.543281), Route carried "under" structure: State highway 70, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 17,700 (year 2014), Truck Traffic: 7%, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: FEATHER RIVER BLVD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 0.390, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
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Structure Number: 18 0051, Location: 03-SUT-113-16.35 (Lat: 39.003556, Lng: -121.631528), Route carried "under" structure: State highway 99, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 15,800 (year 2009), Truck Traffic: 5%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: STATE ROUTE 113
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 20.970, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)
Structure Number: 18 0051, Location: 03-SUT-113-16.35 (Lat: 39.003556, Lng: -121.631528), Route carried "under" structure: State highway 99, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 15,800 (year 2009), Truck Traffic: 5%, Features Intersected: STATE ROUTE 99, Facility Carried by Structure: STATE ROUTE 113
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 20.970, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft)