Bridge Statistics for Loleta, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 492ft / 150mTotal length
- $4,529,000Total costs
- 152,618Total average daily traffic
- 12,544Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Loleta
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31920-1929
- 61950-1959
- 71960-1969
- Reconstructed bridges - Historical Statistics
- 11910-1919
- 01920-1929
- 01930-1939
- 01940-1949
- 01950-1959
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 64.3%Good
- 7.1%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 78.6%Good
- 7.1%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 64.3%Good
- 7.1%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
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Structure Number: 4 002, Location: 01-HUM-101-67.87 (Lat: 40.667164, Lng: -124.202614), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,494 (year 2039), Design Load: HS 20, Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.870, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 002, Location: 01-HUM-101-67.87 (Lat: 40.667164, Lng: -124.202614), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,494 (year 2039), Design Load: HS 20, Features Intersected: SALMON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.870, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4 011, Location: 01-HUM-101-64.29 (Lat: 40.621200, Lng: -124.209964), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 20,400 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 27,041 (year 2041), Design Load: HS 20, Features Intersected: STATE ROUTE 211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.290, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4 011, Location: 01-HUM-101-64.29 (Lat: 40.621200, Lng: -124.209964), Route carried "on" structure: US 101, Year Built: 1957, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 20,400 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 27,041 (year 2041), Design Load: HS 20, Features Intersected: STATE ROUTE 211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.290, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 32 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4 0113L, Location: 01-HUM-101-63.10 (Lat: 40.612272, Lng: -124.191167), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,494 (year 2039), Design Load: HS 20, Features Intersected: FINCH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 0113L, Location: 01-HUM-101-63.10 (Lat: 40.612272, Lng: -124.191167), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,494 (year 2039), Design Load: HS 20, Features Intersected: FINCH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4 0113R, Location: 01-HUM-101-63.10 (Lat: 40.612278, Lng: -124.191000), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,494 (year 2039), Design Load: HS 20, Features Intersected: FINCH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 0113R, Location: 01-HUM-101-63.10 (Lat: 40.612278, Lng: -124.191000), Route carried "on" structure: US 101, Year Built: 1958, Year Reconstructed: 2005, Status: Open, Structure Length: 4.00m (13.12ft), Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 30,494 (year 2039), Design Load: HS 20, Features Intersected: FINCH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.100, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4 0132, Location: 01-HUM-211-R76.30 (Lat: 40.598911, Lng: -124.221269), Route carried "on" structure: State highway 211, Year Built: 1964, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 5,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,047 (year 2042), Design Load: HS 20, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4 0132, Location: 01-HUM-211-R76.30 (Lat: 40.598911, Lng: -124.221269), Route carried "on" structure: State highway 211, Year Built: 1964, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 5,300 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,047 (year 2042), Design Load: HS 20, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4 0133, Location: 01-HUM-211-R76.46 (Lat: 40.598917, Lng: -124.218272), Route carried "on" structure: State highway 211, Year Built: 1964, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 5,300 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 7,024 (year 2042), Design Load: HS 20, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4 0133, Location: 01-HUM-211-R76.46 (Lat: 40.598917, Lng: -124.218272), Route carried "on" structure: State highway 211, Year Built: 1964, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 5,300 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 7,024 (year 2042), Design Load: HS 20, Features Intersected: OLD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.460, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4 0134, Location: 01-HUM-211-78.10 (Lat: 40.609872, Lng: -124.205417), Route carried "on" structure: State highway 211, Year Built: 1911, Year Reconstructed: 1918, Status: Open, Structure Length: 73.40m (240.81ft), Average Daily Traffic: 5,300 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 5,744 (year 2040), Features Intersected: EEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 47, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: August 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4 0134, Location: 01-HUM-211-78.10 (Lat: 40.609872, Lng: -124.205417), Route carried "on" structure: State highway 211, Year Built: 1911, Year Reconstructed: 1918, Status: Open, Structure Length: 73.40m (240.81ft), Average Daily Traffic: 5,300 (year 2009), Truck Traffic: 17%, Average Future Daily Traffic: 5,744 (year 2040), Features Intersected: EEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 47, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: August 2020, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4 0165, Location: 01-HUM-101-65.95 (Lat: 40.641836, Lng: -124.209658), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 1,091 (year 2041), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: LOLETA DR
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), 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: 42.4 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: 24.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4 0165, Location: 01-HUM-101-65.95 (Lat: 40.641836, Lng: -124.209658), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 800 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 1,091 (year 2041), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: LOLETA DR
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.8m (78.1ft), 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: 42.4 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: 24.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4 0166, Location: 01-HUM-101-68.21 (Lat: 40.671942, Lng: -124.202056), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 950 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 1,963 (year 2041), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: HOOKTON ROAD
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: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), 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: Fair, Operating Rating: 51.5 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: 30.1 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 4 0166, Location: 01-HUM-101-68.21 (Lat: 40.671942, Lng: -124.202056), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 950 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 1,963 (year 2041), Design Load: HS 20, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: HOOKTON ROAD
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: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), 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: Fair, Operating Rating: 51.5 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: 30.1 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 4C0038, Location: 3.7 MI W OF EEL RIVER DR. (Lat: 40.643156, Lng: -124.296606), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1965, Status: Open, Structure Length: 9.03m (29.63ft), Average Daily Traffic: 434 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 1,400 (year 2040), Features Intersected: MOSLEY SLOUGH, Facility Carried by Structure: CANNIBAL ROAD
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: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $671,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,127,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4C0038, Location: 3.7 MI W OF EEL RIVER DR. (Lat: 40.643156, Lng: -124.296606), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 1965, Status: Open, Structure Length: 9.03m (29.63ft), Average Daily Traffic: 434 (year 2014), Truck Traffic: 3%, Average Future Daily Traffic: 1,400 (year 2040), Features Intersected: MOSLEY SLOUGH, Facility Carried by Structure: CANNIBAL ROAD
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: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.03m (29.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $671,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,127,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4C0092, Location: 0.2 MI S OF US 101 (Lat: 40.667203, Lng: -124.203481), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 644 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,069 (year 2039), Features Intersected: SALMON CREEK, Facility Carried by Structure: EEL RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), 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: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C0092, Location: 0.2 MI S OF US 101 (Lat: 40.667203, Lng: -124.203481), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 644 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 1,069 (year 2039), Features Intersected: SALMON CREEK, Facility Carried by Structure: EEL RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), 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: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C0098, Location: 0.5 MI S OF CANNIBAL RD (Lat: 40.635403, Lng: -124.281453), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 23.65m (77.59ft), Average Daily Traffic: 25 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2040), Design Load: H 20, Features Intersected: EEL RIVER, Facility Carried by Structure: COCKROBIN ISLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 39.5 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $391,000, Total Project Cost: $3,288,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4C0098, Location: 0.5 MI S OF CANNIBAL RD (Lat: 40.635403, Lng: -124.281453), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 23.65m (77.59ft), Average Daily Traffic: 25 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 51 (year 2040), Design Load: H 20, Features Intersected: EEL RIVER, Facility Carried by Structure: COCKROBIN ISLD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 39.5 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: 30.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $1,957,000, Roadway Improvement Cost: $391,000, Total Project Cost: $3,288,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4C02, Location: 0.8 MI SOUTH OF ROUTE 345 (Lat: 40.659517, Lng: -124.190367), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 179 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 266 (year 2039), Features Intersected: SALMON CREEK, Facility Carried by Structure: TOMPKINS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C02, Location: 0.8 MI SOUTH OF ROUTE 345 (Lat: 40.659517, Lng: -124.190367), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 179 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 266 (year 2039), Features Intersected: SALMON CREEK, Facility Carried by Structure: TOMPKINS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C0201, Location: 0.1 MI W EEL RIVER DR (Lat: 40.669683, Lng: -124.204164), Route carried "on" structure: County highway , Year Built: 1922, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 486 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 745 (year 2043), Features Intersected: SALMON CREEK, Facility Carried by Structure: HOOKTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $13,000, Total Project Cost: $114,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4C0201, Location: 0.1 MI W EEL RIVER DR (Lat: 40.669683, Lng: -124.204164), Route carried "on" structure: County highway , Year Built: 1922, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 486 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 745 (year 2043), Features Intersected: SALMON CREEK, Facility Carried by Structure: HOOKTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $13,000, Total Project Cost: $114,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4 011, Location: 01-HUM-101-64.29 (Lat: 40.621200, Lng: -124.209964), Route carried "under" structure: State highway 211, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2009), Truck Traffic: 5%, Features Intersected: STATE ROUTE 211, Facility Carried by Structure: US HIGHWAY 101
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 79.160, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 4 011, Location: 01-HUM-101-64.29 (Lat: 40.621200, Lng: -124.209964), Route carried "under" structure: State highway 211, Year Built: 1957, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2009), Truck Traffic: 5%, Features Intersected: STATE ROUTE 211, Facility Carried by Structure: US HIGHWAY 101
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 79.160, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 4 0165, Location: 01-HUM-101-65.95 (Lat: 40.641836, Lng: -124.209658), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: LOLETA DR
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 65.950, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 4 0165, Location: 01-HUM-101-65.95 (Lat: 40.641836, Lng: -124.209658), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: LOLETA DR
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 65.950, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 4 0166, Location: 01-HUM-101-68.21 (Lat: 40.671942, Lng: -124.202056), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: HOOKTON ROAD
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 68.210, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 4 0166, Location: 01-HUM-101-68.21 (Lat: 40.671942, Lng: -124.202056), Route carried "under" structure: US 101, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 21,500 (year 2009), Truck Traffic: 8%, Features Intersected: US HIGHWAY 101, Facility Carried by Structure: HOOKTON ROAD
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 68.210, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)