Bridge Statistics for Davis, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 46Number of bridges
- 886ft / 270mTotal length
- 1,338,038Total average daily traffic
- 120,557Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Davis
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 81960-1969
- 151970-1979
- 81990-1999
- 62000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 70.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 83.3%Good
- 3.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Substructure
- 83.3%Good
- 3.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 4.8%Excellent
- 33.3%Very good
- 33.3%Good
- 23.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 22 0006L, Location: 03-YOL-113-R4.95 (Lat: 38.602508, Lng: -121.767161), Route carried "on" structure: State highway 113, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,300 (year 2016), Average Future Daily Traffic: 21,250 (year 2040), Design Load: HS 20, Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.950, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0006L, Location: 03-YOL-113-R4.95 (Lat: 38.602508, Lng: -121.767161), Route carried "on" structure: State highway 113, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,300 (year 2016), Average Future Daily Traffic: 21,250 (year 2040), Design Load: HS 20, Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.950, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 0006R, Location: 03-YOL-113-R4.95 (Lat: 38.602394, Lng: -121.766817), Route carried "on" structure: State highway 113, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,300 (year 2016), Average Future Daily Traffic: 21,250 (year 2040), Design Load: HS 20, Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.950, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0006R, Location: 03-YOL-113-R4.95 (Lat: 38.602394, Lng: -121.766817), Route carried "on" structure: State highway 113, Year Built: 1976, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,300 (year 2016), Average Future Daily Traffic: 21,250 (year 2040), Design Load: HS 20, Features Intersected: WILLOW SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.950, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 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: 42.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 004, Location: 03-YOL-113-22.02 (Lat: 38.802103, Lng: -121.719825), Route carried "on" structure: State highway 113, Year Built: 1933, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 8,300 (year 2016), Average Future Daily Traffic: 12,500 (year 2040), Design Load: H 20, Features Intersected: SACRAMENTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.020, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 1.0m (3.3ft), Horizontal Clearance: 48.8m (160.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Open Grating
Structure Number: 22 004, Location: 03-YOL-113-22.02 (Lat: 38.802103, Lng: -121.719825), Route carried "on" structure: State highway 113, Year Built: 1933, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 8,300 (year 2016), Average Future Daily Traffic: 12,500 (year 2040), Design Load: H 20, Features Intersected: SACRAMENTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.020, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 1.0m (3.3ft), Horizontal Clearance: 48.8m (160.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Open Grating
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Structure Number: 22 0042, Location: 03-YOL-080-2.68-DVS (Lat: 38.552903, Lng: -121.694517), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.3m (89.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.3m (89.6ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22 0042, Location: 03-YOL-080-2.68-DVS (Lat: 38.552903, Lng: -121.694517), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 10,000 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20, Features Intersected: INTERSTATE 80, Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 27.3m (89.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 27.3m (89.6ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 22 0043, Location: 03-YOL-080-5.78 (Lat: 38.563225, Lng: -121.638819), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 135,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 207,000 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.780, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 41.0m (134.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.0 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: 24.9 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22 0043, Location: 03-YOL-080-5.78 (Lat: 38.563225, Lng: -121.638819), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 135,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 207,000 (year 2040), Design Load: HS 20, Features Intersected: COUNTY ROAD 32
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.780, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 39.9m (130.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 39.3m (128.9ft), Out-to-Out Width: 41.0m (134.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.0 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: 24.9 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22 0044, Location: 03-YOL-080-5.81 (Lat: 38.563292, Lng: -121.638469), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 87.78m (287.99ft), Average Daily Traffic: 135,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 212,000 (year 2040), Design Load: HS 20, Features Intersected: YOLO CAUSEWAY WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.810, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 72, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 40.7m (133.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0044, Location: 03-YOL-080-5.81 (Lat: 38.563292, Lng: -121.638469), Route carried "on" structure: Interstate 80, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 87.78m (287.99ft), Average Daily Traffic: 135,000 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 212,000 (year 2040), Design Load: HS 20, Features Intersected: YOLO CAUSEWAY WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.810, Lanes on structure: 6, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 35.7m (117.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 72, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 35.1m (115.2ft), Out-to-Out Width: 40.7m (133.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 0071, Location: 03-YOL-113-R1.08-DVS (Lat: 38.546272, Lng: -121.768503), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: RUSSELL 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: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 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: 41.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0071, Location: 03-YOL-113-R1.08-DVS (Lat: 38.546272, Lng: -121.768503), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 15,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: RUSSELL 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: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.7m (12.1ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 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: 41.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 0077, Location: 03-YOL-080-0.24-DVS (Lat: 38.540044, Lng: -121.736169), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 16,500 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 22,525 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHARDS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.240, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.6m (162.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22 0077, Location: 03-YOL-080-0.24-DVS (Lat: 38.540044, Lng: -121.736169), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 16,500 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 22,525 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHARDS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.240, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.6m (162.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 22 0121, Location: 03-YOL-113-R4.10 (Lat: 38.590169, Lng: -121.767539), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 9,500 (year 2040), Design Load: HS 20, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: COUNTY ROAD 29
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: 13.1m (43.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.4 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: 47.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0121, Location: 03-YOL-113-R4.10 (Lat: 38.590169, Lng: -121.767539), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 7,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 9,500 (year 2040), Design Load: HS 20, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: COUNTY ROAD 29
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: 13.1m (43.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.4 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: 47.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: 22 017, Location: 03-YOL-005-R21.07 (Lat: 38.833344, Lng: -121.918917), Route carried "on" structure: Interstate 5, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 22,400 (year 2014), Truck Traffic: 32%, Average Future Daily Traffic: 35,727 (year 2042), Features Intersected: BRANCH BRETONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.070, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 22 017, Location: 03-YOL-005-R21.07 (Lat: 38.833344, Lng: -121.918917), Route carried "on" structure: Interstate 5, Year Built: 1968, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 22,400 (year 2014), Truck Traffic: 32%, Average Future Daily Traffic: 35,727 (year 2042), Features Intersected: BRANCH BRETONA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.070, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 22 0186, Location: 03-YOL-113-R2.33 (Lat: 38.564444, Lng: -121.767586), Route carried "on" structure: State highway 113, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 32,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 58,000 (year 2040), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: August 2020
Structure Number: 22 0186, Location: 03-YOL-113-R2.33 (Lat: 38.564444, Lng: -121.767586), Route carried "on" structure: State highway 113, Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 32,500 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 58,000 (year 2040), Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: August 2020
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Structure Number: 22 0192, Location: 03-YOL-113-R9.61-WD (Lat: 38.668178, Lng: -121.751600), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: EAST GUM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, 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 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0192, Location: 03-YOL-113-R9.61-WD (Lat: 38.668178, Lng: -121.751600), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2036), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: EAST GUM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, 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 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 24.79m (81.33ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 6.1m (20.0ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 24.79m (81.33ft), Average Daily Traffic: 2,000 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 6.1m (20.0ft), Right: 0.0m, Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 0194, Location: 03-YOL-080-0.01-DVS (Lat: 38.537736, Lng: -121.738792), Route carried "on" structure: Interstate 80, Year Built: 2001, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 128,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 199,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIKE & PEDESTRIAN TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 40.0m (131.2ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 46.3m (151.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 22 0194, Location: 03-YOL-080-0.01-DVS (Lat: 38.537736, Lng: -121.738792), Route carried "on" structure: Interstate 80, Year Built: 2001, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 128,000 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 199,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIKE & PEDESTRIAN TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 7, Base Highway Network: Yes (, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 40.0m (131.2ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 46.3m (151.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 22C0012, Location: 2.1 MILE EAST OF CR 102 (Lat: 38.748536, Lng: -121.694739), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 290 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 536 (year 2041), Design Load: HS 20+Mod, Features Intersected: KNIGHTS LANDING RIDGE CU, Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, 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: October 2021, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0012, Location: 2.1 MILE EAST OF CR 102 (Lat: 38.748536, Lng: -121.694739), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 17.40m (57.09ft), Average Daily Traffic: 290 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 536 (year 2041), Design Load: HS 20+Mod, Features Intersected: KNIGHTS LANDING RIDGE CU, Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Excellent, 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, 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: October 2021, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C0023, Location: NORTH OF INTERSTATE 80 (Lat: 38.553256, Lng: -121.694161), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 25,104 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 29,115 (year 2044), Design Load: HS 20, Features Intersected: UP,BNSF,AMTRAK,BIKE PATH, Facility Carried by Structure: MACE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 37.7m (123.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0023, Location: NORTH OF INTERSTATE 80 (Lat: 38.553256, Lng: -121.694161), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2002, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 25,104 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 29,115 (year 2044), Design Load: HS 20, Features Intersected: UP,BNSF,AMTRAK,BIKE PATH, Facility Carried by Structure: MACE BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 37.7m (123.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 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: 27.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C0026, Location: JUST N OF CO ROAD #29 (Lat: 38.590050, Lng: -121.803017), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 2013, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 6,160 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 7,779 (year 2037), Design Load: HS 20, Features Intersected: DRY SLOUGH, Facility Carried by Structure: COUNTY ROAD 98
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0026, Location: JUST N OF CO ROAD #29 (Lat: 38.590050, Lng: -121.803017), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 2013, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 6,160 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 7,779 (year 2037), Design Load: HS 20, Features Intersected: DRY SLOUGH, Facility Carried by Structure: COUNTY ROAD 98
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C0038, Location: 1 MI N C.R. #29 (Lat: 38.604681, Lng: -121.785336), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,830 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 3,715 (year 2043), Design Load: HS 20, Features Intersected: WILLOW SLOUGH, Facility Carried by Structure: COUNTY ROAD 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 91.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0038, Location: 1 MI N C.R. #29 (Lat: 38.604681, Lng: -121.785336), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 2,830 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 3,715 (year 2043), Design Load: HS 20, Features Intersected: WILLOW SLOUGH, Facility Carried by Structure: COUNTY ROAD 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 91.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C0072, Location: 1.3 MI EAST OF ROUTE 113 (Lat: 38.560581, Lng: -121.743156), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 21,998 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 28,841 (year 2044), Design Load: HS 20+Mod, Features Intersected: PS RR & BIKE PATH, Facility Carried by Structure: COVELL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22C0072, Location: 1.3 MI EAST OF ROUTE 113 (Lat: 38.560581, Lng: -121.743156), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 5.32m (17.45ft), Average Daily Traffic: 21,998 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 28,841 (year 2044), Design Load: HS 20+Mod, Features Intersected: PS RR & BIKE PATH, Facility Carried by Structure: COVELL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22C0076, Location: JUST NORTH OF CR #29 (Lat: 38.590039, Lng: -121.730222), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 6.69m (21.95ft), Average Daily Traffic: 8,046 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 15,924 (year 2042), Design Load: HS 20+Mod, Features Intersected: WILLOW SLOUGH BYPASS, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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: 25.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0076, Location: JUST NORTH OF CR #29 (Lat: 38.590039, Lng: -121.730222), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 6.69m (21.95ft), Average Daily Traffic: 8,046 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 15,924 (year 2042), Design Load: HS 20+Mod, Features Intersected: WILLOW SLOUGH BYPASS, Facility Carried by Structure: COUNTY ROAD 102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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: 25.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C008, Location: 0.2 MI WEST OF C.R. #96 (Lat: 38.561517, Lng: -121.846369), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1981, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 5,083 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,244 (year 2043), Design Load: HS 20, Features Intersected: DRY SLOUGH, Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22C008, Location: 0.2 MI WEST OF C.R. #96 (Lat: 38.561517, Lng: -121.846369), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1981, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 5,083 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 6,244 (year 2043), Design Load: HS 20, Features Intersected: DRY SLOUGH, Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22C0085, Location: 0.1 MI E OF C.R. #103 (Lat: 38.538947, Lng: -121.711831), Route carried "on" structure: County highway , Year Built: 1921, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,815 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,614 (year 2041), Features Intersected: BRANCH PUTAH CREEK, Facility Carried by Structure: MONTGOMERY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22C0085, Location: 0.1 MI E OF C.R. #103 (Lat: 38.538947, Lng: -121.711831), Route carried "on" structure: County highway , Year Built: 1921, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,815 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,614 (year 2041), Features Intersected: BRANCH PUTAH CREEK, Facility Carried by Structure: MONTGOMERY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.7m (48.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22C0117, Location: 0.77 MI W OF C.R. #98 (Lat: 38.590686, Lng: -121.816017), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 645 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,093 (year 2043), Features Intersected: DRY SLOUGH, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22C0117, Location: 0.77 MI W OF C.R. #98 (Lat: 38.590686, Lng: -121.816017), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 645 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 2,093 (year 2043), Features Intersected: DRY SLOUGH, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22C0127, Location: 0.45 MI N OF C.R. #31 (Lat: 38.567847, Lng: -121.840275), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 216 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 132 (year 2043), Features Intersected: DRY SLOUGH, Facility Carried by Structure: C.R. #96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22C0127, Location: 0.45 MI N OF C.R. #31 (Lat: 38.567847, Lng: -121.840275), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 216 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 132 (year 2043), Features Intersected: DRY SLOUGH, Facility Carried by Structure: C.R. #96
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22C0128, Location: 0.34 MI N OF C.R.29 (Lat: 38.595150, Lng: -121.785533), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,830 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 4,246 (year 2043), Design Load: HS 20, Features Intersected: DRY SLOUGH, Facility Carried by Structure: C.R. 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.7 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0128, Location: 0.34 MI N OF C.R.29 (Lat: 38.595150, Lng: -121.785533), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,830 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 4,246 (year 2043), Design Load: HS 20, Features Intersected: DRY SLOUGH, Facility Carried by Structure: C.R. 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.7 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C0146, Location: JUST NORTH OF C.R. # 29 (Lat: 38.589619, Lng: -121.674833), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 1,345 (year 2042), Design Load: HS 20+Mod, Features Intersected: WILLOW SLOUGH BYPASS, Facility Carried by Structure: COUNTY ROAD #105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0146, Location: JUST NORTH OF C.R. # 29 (Lat: 38.589619, Lng: -121.674833), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 700 (year 2014), Truck Traffic: 25%, Average Future Daily Traffic: 1,345 (year 2042), Design Load: HS 20+Mod, Features Intersected: WILLOW SLOUGH BYPASS, Facility Carried by Structure: COUNTY ROAD #105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 94.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22C0163, Location: .2 MI SW OF RICHARD'S EX (Lat: 38.537378, Lng: -121.738142), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 115 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 322 (year 2044), Design Load: HS 20+Mod, Features Intersected: BIKE & PEDESTRIAN PATH, Facility Carried by Structure: WEST CHILES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22C0163, Location: .2 MI SW OF RICHARD'S EX (Lat: 38.537378, Lng: -121.738142), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 115 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 322 (year 2044), Design Load: HS 20+Mod, Features Intersected: BIKE & PEDESTRIAN PATH, Facility Carried by Structure: WEST CHILES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.6m (54.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22I0001, Location: 100 FT S HUTCHISON DR (Lat: 38.539525, Lng: -121.745528), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,379 (year 2042), Features Intersected: PUTAH CREEK, Facility Carried by Structure: OLD DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22I0001, Location: 100 FT S HUTCHISON DR (Lat: 38.539525, Lng: -121.745528), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,330 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,379 (year 2042), Features Intersected: PUTAH CREEK, Facility Carried by Structure: OLD DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22I0002, Location: 30 FT N ARBORENTUM DR (Lat: 38.535686, Lng: -121.748664), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,690 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 3,133 (year 2042), Features Intersected: PUTAH CREEK, Facility Carried by Structure: MRAK HALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22I0002, Location: 30 FT N ARBORENTUM DR (Lat: 38.535686, Lng: -121.748664), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,690 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 3,133 (year 2042), Features Intersected: PUTAH CREEK, Facility Carried by Structure: MRAK HALL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22I0004, Location: 30 FT N ARBORETUM DR (Lat: 38.533964, Lng: -121.752022), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 5,810 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 13,450 (year 2042), Design Load: HL 93, Features Intersected: PUTAH CREEK, Facility Carried by Structure: LA RUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22I0004, Location: 30 FT N ARBORETUM DR (Lat: 38.533964, Lng: -121.752022), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 5,810 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 13,450 (year 2042), Design Load: HL 93, Features Intersected: PUTAH CREEK, Facility Carried by Structure: LA RUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 23C0026, Location: 1.7 MI N TREMONT RD (Lat: 38.517969, Lng: -121.695178), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 1,279 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,381 (year 2041), Design Load: HS 20, Features Intersected: SOUTH FORK PUTAH CREEK, Facility Carried by Structure: MACE BLVD
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23C0026, Location: 1.7 MI N TREMONT RD (Lat: 38.517969, Lng: -121.695178), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 1,279 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 3,381 (year 2041), Design Load: HS 20, Features Intersected: SOUTH FORK PUTAH CREEK, Facility Carried by Structure: MACE BLVD
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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 23C0033, Location: SOLANO-YOLO CO LINE (Lat: 38.526333, Lng: -121.803406), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 3,394 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 5,070 (year 2041), Design Load: HS 20+Mod, Features Intersected: PUTAH CREEK, Facility Carried by Structure: PEDRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 23C0033, Location: SOLANO-YOLO CO LINE (Lat: 38.526333, Lng: -121.803406), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 3,394 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 5,070 (year 2041), Design Load: HS 20+Mod, Features Intersected: PUTAH CREEK, Facility Carried by Structure: PEDRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22 0042, Location: 03-YOL-080-2.68-DVS (Lat: 38.552903, Lng: -121.694517), Route carried "under" structure: Interstate 80, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 132,000 (year 2015), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 2.680, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 22 0042, Location: 03-YOL-080-2.68-DVS (Lat: 38.552903, Lng: -121.694517), Route carried "under" structure: Interstate 80, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 132,000 (year 2015), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: MACE BLVD
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 2.680, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 22 0071, Location: 03-YOL-113-R1.08-DVS (Lat: 38.546272, Lng: -121.768503), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2016), Truck Traffic: 5%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: RUSSELL BLVD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.080, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 22 0071, Location: 03-YOL-113-R1.08-DVS (Lat: 38.546272, Lng: -121.768503), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2016), Truck Traffic: 5%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: RUSSELL BLVD
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.080, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 22 0077, Location: 03-YOL-080-0.24-DVS (Lat: 38.540044, Lng: -121.736169), Route carried "under" structure: Interstate 80, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 128,000 (year 2015), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHARDS BLVD
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 0.240, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.6m (162.7ft)
Structure Number: 22 0077, Location: 03-YOL-080-0.24-DVS (Lat: 38.540044, Lng: -121.736169), Route carried "under" structure: Interstate 80, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 128,000 (year 2015), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: RICHARDS BLVD
Minimum Vertical Clearance: 5.68m (18.64ft), Kilometerpoint: 0.240, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 49.6m (162.7ft)
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Structure Number: 22 012, Location: 03-YOL-113-R2.08-DVS (Lat: 38.560783, Lng: -121.768186), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 32,500 (year 2016), Truck Traffic: 6%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: WEST COVELL BLVD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 2.080, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.0m (101.7ft)
Structure Number: 22 012, Location: 03-YOL-113-R2.08-DVS (Lat: 38.560783, Lng: -121.768186), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 32,500 (year 2016), Truck Traffic: 6%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: WEST COVELL BLVD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 2.080, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.0m (101.7ft)
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Structure Number: 22 0121, Location: 03-YOL-113-R4.10 (Lat: 38.590169, Lng: -121.767539), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,600 (year 2016), Truck Traffic: 13%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.100, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.9m (137.5ft)
Structure Number: 22 0121, Location: 03-YOL-113-R4.10 (Lat: 38.590169, Lng: -121.767539), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,600 (year 2016), Truck Traffic: 13%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.100, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 41.9m (137.5ft)
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Structure Number: 22 0179, Location: 03-YOL-113-R1.75-DVS (Lat: 38.556075, Lng: -121.768267), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 32,500 (year 2016), Truck Traffic: 6%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.750, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 34.6m (113.5ft)
Structure Number: 22 0179, Location: 03-YOL-113-R1.75-DVS (Lat: 38.556075, Lng: -121.768267), Route carried "under" structure: State highway 113, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 32,500 (year 2016), Truck Traffic: 6%, Features Intersected: STATE ROUTE 113, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.750, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 34.6m (113.5ft)
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Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "under" structure: Interstate 80, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 128,000 (year 2010), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 8.22m (26.97ft), Kilometerpoint: 0.890, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "under" structure: Interstate 80, Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 128,000 (year 2010), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 8.22m (26.97ft), Kilometerpoint: 0.890, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 8%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 7.34m (24.08ft), 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: 39.6m (129.9ft)
Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 8%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 7.34m (24.08ft), 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: 39.6m (129.9ft)
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Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 2%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 7.21m (23.65ft), 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: 39.6m (129.9ft)
Structure Number: 22 0193, Location: 03-YOL-080-0.89-DVS (Lat: 38.547325, Lng: -121.726511), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 2%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: POLE LINE ROAD
Minimum Vertical Clearance: 7.21m (23.65ft), 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: 39.6m (129.9ft)
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Structure Number: 22 0196, Location: 03-YOL-080-2.00-DVS (Lat: 38.551453, Lng: -121.708322), Route carried "under" structure: Interstate 80, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 122,000 (year 2010), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 6.47m (21.23ft), Kilometerpoint: 2.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 22 0196, Location: 03-YOL-080-2.00-DVS (Lat: 38.551453, Lng: -121.708322), Route carried "under" structure: Interstate 80, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 122,000 (year 2010), Truck Traffic: 10%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 6.47m (21.23ft), Kilometerpoint: 2.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 22 0196, Location: 03-YOL-080-2.00-DVS (Lat: 38.551453, Lng: -121.708322), Route carried "under" structure: Business City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 22 0196, Location: 03-YOL-080-2.00-DVS (Lat: 38.551453, Lng: -121.708322), Route carried "under" structure: Business City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 22 0196, Location: 03-YOL-080-2.00-DVS (Lat: 38.551453, Lng: -121.708322), Route carried "under" structure: Business City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 22 0196, Location: 03-YOL-080-2.00-DVS (Lat: 38.551453, Lng: -121.708322), Route carried "under" structure: Business City street , Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 6,000 (year 2010), Truck Traffic: 3%, Features Intersected: INTERSTATE 80, Facility Carried by Structure: BIKE & PEDESTRIAN
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 22C0017, Location: 0.1 MI S. OF 1ST STREET (Lat: 38.541356, Lng: -121.739639), Route carried "under" structure: City street , Year Built: 1916, Structure Length: 0. m, Average Daily Traffic: 24,972 (year 2006), Truck Traffic: 2%, Features Intersected: RICHARDS BOULEVARD, Facility Carried by Structure: UP, BSNF, AMTRAK
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
Structure Number: 22C0017, Location: 0.1 MI S. OF 1ST STREET (Lat: 38.541356, Lng: -121.739639), Route carried "under" structure: City street , Year Built: 1916, Structure Length: 0. m, Average Daily Traffic: 24,972 (year 2006), Truck Traffic: 2%, Features Intersected: RICHARDS BOULEVARD, Facility Carried by Structure: UP, BSNF, AMTRAK
Minimum Vertical Clearance: 4.11m (13.48ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.9m (25.9ft)
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Structure Number: 22C0071, Location: 0.25 MI WEST OF SP/UP RR (Lat: 38.560572, Lng: -121.747750), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 19,331 (year 2009), Truck Traffic: 5%, Features Intersected: COVELL BOULEVARD, Facility Carried by Structure: PEDESTRIAN & BIKE
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.7m (81.0ft)
Structure Number: 22C0071, Location: 0.25 MI WEST OF SP/UP RR (Lat: 38.560572, Lng: -121.747750), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 19,331 (year 2009), Truck Traffic: 5%, Features Intersected: COVELL BOULEVARD, Facility Carried by Structure: PEDESTRIAN & BIKE
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.7m (81.0ft)