Bridge Statistics for Thermalito, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 203ft / 61.5mTotal length
- 116,254Total average daily traffic
- 14,221Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Thermalito
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 51930-1939
- 11940-1949
- 21950-1959
- 91960-1969
- 11990-1999
- Bridge Condition - Deck
- 92.9%Good
- 7.1%Fair
- Bridge Condition - Superstructure
- 78.6%Good
- 21.4%Fair
- Bridge Condition - Substructure
- 35.7%Good
- 64.3%Fair
- Bridge Condition - Channel
- 11.8%Excellent
- 17.6%Very good
- 41.2%Good
- 23.5%Satisfactory
- 5.9%Serious
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 12 0031, Location: 03-BUT-162-R10.12 (Lat: 39.493619, Lng: -121.681508), Route carried "on" structure: State highway 162, Year Built: 1967, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 2,800 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 4,401 (year 2041), Design Load: HS 20, Features Intersected: THERMALITO AFTERBAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12 0031, Location: 03-BUT-162-R10.12 (Lat: 39.493619, Lng: -121.681508), Route carried "on" structure: State highway 162, Year Built: 1967, Status: Open, Structure Length: 20.54m (67.39ft), Average Daily Traffic: 2,800 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 4,401 (year 2041), Design Load: HS 20, Features Intersected: THERMALITO AFTERBAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.120, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12 0088, Location: 03-BUT-070-19.28 (Lat: 39.566886, Lng: -121.610078), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 16,251 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 21,783 (year 2041), Design Load: HS 20, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: TABLE MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12 0088, Location: 03-BUT-070-19.28 (Lat: 39.566886, Lng: -121.610078), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 16,251 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 21,783 (year 2041), Design Load: HS 20, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: TABLE MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12 0104Y, Location: 03-BUT-099-13.16 (Lat: 39.494214, Lng: -121.689558), Route carried "on" structure: State highway 99, Year Built: 1918, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 5,507 (year 2041), Features Intersected: JUNCTION DRAW, Facility Carried by Structure: RICHVALE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.160, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: Bituminous
Structure Number: 12 0104Y, Location: 03-BUT-099-13.16 (Lat: 39.494214, Lng: -121.689558), Route carried "on" structure: State highway 99, Year Built: 1918, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 5,507 (year 2041), Features Intersected: JUNCTION DRAW, Facility Carried by Structure: RICHVALE HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.160, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: Bituminous
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Structure Number: 12 0118, Location: 03-BUT-099-13.25 (Lat: 39.495586, Lng: -121.688614), Route carried "on" structure: State highway 99, Year Built: 1952, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 20,814 (year 2039), Design Load: HS 20, Features Intersected: JUNCTION DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.250, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 12 0118, Location: 03-BUT-099-13.25 (Lat: 39.495586, Lng: -121.688614), Route carried "on" structure: State highway 99, Year Built: 1952, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 20,814 (year 2039), Design Load: HS 20, Features Intersected: JUNCTION DRAW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.250, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 12 0119, Location: 03-BUT-099-14.03 (Lat: 39.506744, Lng: -121.688750), Route carried "on" structure: State highway 99, Year Built: 1952, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 20,884 (year 2040), Design Load: HS 20, Features Intersected: WESTERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.030, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 12 0119, Location: 03-BUT-099-14.03 (Lat: 39.506744, Lng: -121.688750), Route carried "on" structure: State highway 99, Year Built: 1952, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 10,000 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 20,884 (year 2040), Design Load: HS 20, Features Intersected: WESTERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.030, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 12 0144, Location: 03-BUT-070-19.61 (Lat: 39.571075, Lng: -121.613061), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,700 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 36,010 (year 2039), Features Intersected: CAMPBELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.610, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Channel: Very good, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 12 0144, Location: 03-BUT-070-19.61 (Lat: 39.571075, Lng: -121.613061), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,700 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 36,010 (year 2039), Features Intersected: CAMPBELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.610, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Channel: Very good, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 12 0145, Location: 03-BUT-070-19.81 (Lat: 39.573472, Lng: -121.615017), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 20,700 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 36,010 (year 2039), Design Load: HS 20, Features Intersected: CAMPBELL CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.810, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12 0145, Location: 03-BUT-070-19.81 (Lat: 39.573472, Lng: -121.615017), Route carried "on" structure: State highway 70, Year Built: 1963, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 20,700 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 36,010 (year 2039), Design Load: HS 20, Features Intersected: CAMPBELL CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.810, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.5m (24.6ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.7m (87.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0143, Location: 0.4 MI NO OF TABLE MT OC (Lat: 39.571219, Lng: -121.612803), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 456 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,087 (year 2040), Features Intersected: CAMPBELL CREEK, Facility Carried by Structure: TABLE MTN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Equal to 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0143, Location: 0.4 MI NO OF TABLE MT OC (Lat: 39.571219, Lng: -121.612803), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 456 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,087 (year 2040), Features Intersected: CAMPBELL CREEK, Facility Carried by Structure: TABLE MTN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 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: Equal to 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0144, Location: 1.5 MI NO OF TABLE MT OC (Lat: 39.573564, Lng: -121.614683), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 456 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,087 (year 2040), Features Intersected: CAMPBELL CREEK OVERFLOW, Facility Carried by Structure: TABLE MTN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0144, Location: 1.5 MI NO OF TABLE MT OC (Lat: 39.573564, Lng: -121.614683), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 456 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,087 (year 2040), Features Intersected: CAMPBELL CREEK OVERFLOW, Facility Carried by Structure: TABLE MTN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0195, Location: 0.2 MI E OF 16TH ST (Lat: 39.515381, Lng: -121.594856), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 740 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,137 (year 2041), Design Load: HS 20, Features Intersected: RUDY CREEK, Facility Carried by Structure: TEHAMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0195, Location: 0.2 MI E OF 16TH ST (Lat: 39.515381, Lng: -121.594856), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 740 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,137 (year 2041), Design Load: HS 20, Features Intersected: RUDY CREEK, Facility Carried by Structure: TEHAMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0196, Location: 0.2 MI E OF 18TH ST (Lat: 39.502356, Lng: -121.599994), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,098 (year 2043), Features Intersected: RUDY CREEK, Facility Carried by Structure: BIGGS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: 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, 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 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0196, Location: 0.2 MI E OF 18TH ST (Lat: 39.502356, Lng: -121.599994), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,098 (year 2043), Features Intersected: RUDY CREEK, Facility Carried by Structure: BIGGS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: 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, 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 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0229, Location: 1 MI E/O HAMILTON RD (Lat: 39.457656, Lng: -121.639406), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,567 (year 2039), Design Load: HS 20, Features Intersected: FEATHER RIVER OUTLET, Facility Carried by Structure: LARKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12C0229, Location: 1 MI E/O HAMILTON RD (Lat: 39.457656, Lng: -121.639406), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,403 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,567 (year 2039), Design Load: HS 20, Features Intersected: FEATHER RIVER OUTLET, Facility Carried by Structure: LARKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Excellent, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12C0252, Location: 3.91 MI N/E FROM SH 99 (Lat: 39.447733, Lng: -121.655739), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,308 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,177 (year 2037), Design Load: HS 20, Features Intersected: MAIN DRAINAGE CANAL, Facility Carried by Structure: LARKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0252, Location: 3.91 MI N/E FROM SH 99 (Lat: 39.447733, Lng: -121.655739), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,308 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 4,177 (year 2037), Design Load: HS 20, Features Intersected: MAIN DRAINAGE CANAL, Facility Carried by Structure: LARKIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.4 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior 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 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C026, Location: 2.1 MI W/O ST HWY 70 (Lat: 39.524839, Lng: -121.612278), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 860 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,496 (year 2041), Design Load: HS 20, Features Intersected: THERMALITO FOREBAY, Facility Carried by Structure: NELSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12C026, Location: 2.1 MI W/O ST HWY 70 (Lat: 39.524839, Lng: -121.612278), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 860 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,496 (year 2041), Design Load: HS 20, Features Intersected: THERMALITO FOREBAY, Facility Carried by Structure: NELSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Excellent, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12C0284, Location: BETWEEN 16TH ST & 12TH ST (Lat: 39.524056, Lng: -121.596325), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 860 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,604 (year 2041), Features Intersected: RUDY CREEK, Facility Carried by Structure: NELSON AVENUE
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0284, Location: BETWEEN 16TH ST & 12TH ST (Lat: 39.524056, Lng: -121.596325), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 860 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,604 (year 2041), Features Intersected: RUDY CREEK, Facility Carried by Structure: NELSON AVENUE
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 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: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0339, Location: 0.3 MI E OF 18TH ST (Lat: 39.506683, Lng: -121.598892), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,301 (year 2041), Features Intersected: RUDY CREEK, Facility Carried by Structure: FEATHER AVE
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12C0339, Location: 0.3 MI E OF 18TH ST (Lat: 39.506683, Lng: -121.598892), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,600 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,301 (year 2041), Features Intersected: RUDY CREEK, Facility Carried by Structure: FEATHER AVE
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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12C034, Location: 0.9 MI W TABLE MTN BLVD (Lat: 39.552642, Lng: -121.610936), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 135 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 102 (year 2041), Features Intersected: DUDLEY CREEK, Facility Carried by Structure: COTTONWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Serious, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C034, Location: 0.9 MI W TABLE MTN BLVD (Lat: 39.552642, Lng: -121.610936), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 135 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 102 (year 2041), Features Intersected: DUDLEY CREEK, Facility Carried by Structure: COTTONWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Serious, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12C0366, Location: 2.8 MI E/O RTE 99 (Lat: 39.552669, Lng: -121.637003), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 135 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 97 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: COTTONWOOD RD
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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12C0366, Location: 2.8 MI E/O RTE 99 (Lat: 39.552669, Lng: -121.637003), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 135 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 97 (year 2041), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: COTTONWOOD RD
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), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12 0088, Location: 03-BUT-070-19.28 (Lat: 39.566886, Lng: -121.610078), Route carried "under" structure: State highway 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2004), Truck Traffic: 14%, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: TABLE MOUNTAIN RD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 19.280, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.0m (45.9ft)
Structure Number: 12 0088, Location: 03-BUT-070-19.28 (Lat: 39.566886, Lng: -121.610078), Route carried "under" structure: State highway 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 2004), Truck Traffic: 14%, Features Intersected: STATE ROUTE 70, Facility Carried by Structure: TABLE MOUNTAIN RD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 19.280, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 14.0m (45.9ft)