Bridge Statistics for Nicolaus, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 732ft / 223mTotal length
- $861,000Total costs
- 89,236Total average daily traffic
- 8,313Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Nicolaus
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21950-1959
- 11970-1979
- 21980-1989
- 21990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 40.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 70.0%Good
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 90.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
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Structure Number: 18 0025L, Location: 03-SUT-099-11.98 (Lat: 38.898792, Lng: -121.584031), Route carried "on" structure: State highway 99, Year Built: 1958, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,050 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 16,065 (year 2036), Design Load: HS 20, Features Intersected: GARDEN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.980, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18 0025L, Location: 03-SUT-099-11.98 (Lat: 38.898792, Lng: -121.584031), Route carried "on" structure: State highway 99, Year Built: 1958, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,050 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 16,065 (year 2036), Design Load: HS 20, Features Intersected: GARDEN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.980, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18 0025R, Location: 03-SUT-099-11.98 (Lat: 38.898856, Lng: -121.583892), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,050 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 15,800 (year 2039), Design Load: HL 93, Features Intersected: GARDEN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.980, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Maintenance Responsibility: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18 0025R, Location: 03-SUT-099-11.98 (Lat: 38.898856, Lng: -121.583892), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,050 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 15,800 (year 2039), Design Load: HL 93, Features Intersected: GARDEN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.980, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Maintenance Responsibility: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18 0026L, Location: 03-SUT-099-12.03 (Lat: 38.899375, Lng: -121.584694), Route carried "on" structure: State highway 99, Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 97.11m (318.60ft), Average Daily Traffic: 16,100 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 32,561 (year 2039), Design Load: HS 20+Mod, Features Intersected: FEATHER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.030, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: May 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18 0026L, Location: 03-SUT-099-12.03 (Lat: 38.899375, Lng: -121.584694), Route carried "on" structure: State highway 99, Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 97.11m (318.60ft), Average Daily Traffic: 16,100 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 32,561 (year 2039), Design Load: HS 20+Mod, Features Intersected: FEATHER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.030, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 31, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: May 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: 18 0026R, Location: 03-SUT-099-12.12 (Lat: 38.899511, Lng: -121.584594), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 95.95m (314.80ft), Average Daily Traffic: 8,050 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 15,800 (year 2039), Design Load: HL 93, Features Intersected: FEATHER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.120, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 64.2m (210.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: May 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18 0026R, Location: 03-SUT-099-12.12 (Lat: 38.899511, Lng: -121.584594), Route carried "on" structure: State highway 99, Year Built: 2014, Status: Open, Structure Length: 95.95m (314.80ft), Average Daily Traffic: 8,050 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 15,800 (year 2039), Design Load: HL 93, Features Intersected: FEATHER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.120, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 64.2m (210.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: May 2020, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18 0046F, Location: 03-SUT-070-R0.06 (Lat: 38.852317, Lng: -121.544636), Route carried "on" structure: Ramp State highway 70, Year Built: 1990, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 10,400 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 16,665 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.1m (200.5ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18 0046F, Location: 03-SUT-070-R0.06 (Lat: 38.852317, Lng: -121.544636), Route carried "on" structure: Ramp State highway 70, Year Built: 1990, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 10,400 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 16,665 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.1m (200.5ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18C0025, Location: 1.1 MI WEST OF SR 99 (Lat: 38.917169, Lng: -121.625114), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 334 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 207 (year 2041), Design Load: HS 20, Features Intersected: SUTTER BYPASS E CHANNEL, Facility Carried by Structure: SACRAMENTO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $102,000, Total Project Cost: $861,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18C0025, Location: 1.1 MI WEST OF SR 99 (Lat: 38.917169, Lng: -121.625114), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 334 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 207 (year 2041), Design Load: HS 20, Features Intersected: SUTTER BYPASS E CHANNEL, Facility Carried by Structure: SACRAMENTO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $102,000, Total Project Cost: $861,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18C008, Location: 2.9 MI E/O ST SR 113 (Lat: 38.909114, Lng: -121.638692), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 245 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 213 (year 2042), Design Load: HS 20+Mod, Features Intersected: SUTTER BYPASS W CHANNEL, Facility Carried by Structure: KIRKVILLE RD
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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18C008, Location: 2.9 MI E/O ST SR 113 (Lat: 38.909114, Lng: -121.638692), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 245 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 213 (year 2042), Design Load: HS 20+Mod, Features Intersected: SUTTER BYPASS W CHANNEL, Facility Carried by Structure: KIRKVILLE RD
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: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18C0082, Location: 2.8 MI E OF SH 113 (Lat: 38.908753, Lng: -121.639861), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 245 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 212 (year 2041), Design Load: HS 20+Mod, Features Intersected: EAST CANAL, Facility Carried by Structure: KIRKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18C0082, Location: 2.8 MI E OF SH 113 (Lat: 38.908753, Lng: -121.639861), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 245 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 212 (year 2041), Design Load: HS 20+Mod, Features Intersected: EAST CANAL, Facility Carried by Structure: KIRKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18C0088, Location: 0.7 MI E GARWOOD RD (Lat: 38.865975, Lng: -121.580739), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 140 (year 2015), Average Future Daily Traffic: 99 (year 2040), Features Intersected: COON CREEK, Facility Carried by Structure: STRIPLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18C0088, Location: 0.7 MI E GARWOOD RD (Lat: 38.865975, Lng: -121.580739), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 140 (year 2015), Average Future Daily Traffic: 99 (year 2040), Features Intersected: COON CREEK, Facility Carried by Structure: STRIPLIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18C0089, Location: 0.3 MI SOUTH OF SR99 (Lat: 38.880064, Lng: -121.570781), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 122 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 271 (year 2040), Features Intersected: COON CREEK, Facility Carried by Structure: POWERLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.7m (15.4ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 24.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18C0089, Location: 0.3 MI SOUTH OF SR99 (Lat: 38.880064, Lng: -121.570781), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 122 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 271 (year 2040), Features Intersected: COON CREEK, Facility Carried by Structure: POWERLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.7m (15.4ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 24.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18 0046F, Location: 03-SUT-070-R0.06 (Lat: 38.852317, Lng: -121.544636), Route carried "under" structure: State highway 99, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 8.070, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.1m (200.5ft)
Structure Number: 18 0046F, Location: 03-SUT-070-R0.06 (Lat: 38.852317, Lng: -121.544636), Route carried "under" structure: State highway 99, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 9%, Features Intersected: STATE ROUTE 99
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 8.070, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 61.1m (200.5ft)