Bridge Statistics for Woodlake, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 223ft / 68.0mTotal length
- $230,000Total costs
- 36,000Total average daily traffic
- 2,319Total average daily truck traffic
- 48,631Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Woodlake
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 91940-1949
- 41950-1959
- 21960-1969
- 11980-1989
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 11950-1959
- 11960-1969
- 01970-1979
- 21980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 72.7%Good
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 90.9%Good
- 9.1%Fair
- Bridge Condition - Substructure
- 63.6%Good
- 36.4%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 38.1%Satisfactory
- 4.8%Poor
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 46 0072, Location: 06-TUL-063-R27.09 (Lat: 36.595719, Lng: -119.287056), Route carried "on" structure: State highway 63, Year Built: 1948, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 4,495 (year 2044), Features Intersected: FRIANT-KERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.090, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2022, Underwater Inspection Date: December 2020
Structure Number: 46 0072, Location: 06-TUL-063-R27.09 (Lat: 36.595719, Lng: -119.287056), Route carried "on" structure: State highway 63, Year Built: 1948, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 1,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 4,495 (year 2044), Features Intersected: FRIANT-KERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.090, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 72 months, Inspection Date: Febuary 2022, Underwater Inspection Date: December 2020
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Structure Number: 46 0075, Location: 06-TUL-245-5.97 (Lat: 36.397950, Lng: -119.098783), Route carried "on" structure: State highway 245, Year Built: 1927, Year Reconstructed: 1986, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 4,800 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 4,342 (year 2036), Design Load: HS 20+Mod, Features Intersected: ST JOHNS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.970, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46 0075, Location: 06-TUL-245-5.97 (Lat: 36.397950, Lng: -119.098783), Route carried "on" structure: State highway 245, Year Built: 1927, Year Reconstructed: 1986, Status: Open, Structure Length: 9.97m (32.71ft), Average Daily Traffic: 4,800 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 4,342 (year 2036), Design Load: HS 20+Mod, Features Intersected: ST JOHNS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.970, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46 0076, Location: 06-TUL-245-6.39-WLK (Lat: 36.403919, Lng: -119.098842), Route carried "on" structure: State highway 245, Year Built: 1939, Year Reconstructed: 1985, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,800 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 15, Features Intersected: WUTCHUMNA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.390, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 18.5 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: 14.3 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46 0076, Location: 06-TUL-245-6.39-WLK (Lat: 36.403919, Lng: -119.098842), Route carried "on" structure: State highway 245, Year Built: 1939, Year Reconstructed: 1985, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,800 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 15, Features Intersected: WUTCHUMNA DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.390, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 18.5 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: 14.3 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46 0148, Location: 06-TUL-216-11.72 (Lat: 36.413653, Lng: -119.139850), Route carried "on" structure: State highway 216, Year Built: 1949, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 5,500 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 6,162 (year 2036), Features Intersected: FRIANT-KERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.720, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018
Structure Number: 46 0148, Location: 06-TUL-216-11.72 (Lat: 36.413653, Lng: -119.139850), Route carried "on" structure: State highway 216, Year Built: 1949, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 5,500 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 6,162 (year 2036), Features Intersected: FRIANT-KERN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.720, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018
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Structure Number: 46 0244, Location: 06-TUL-216-13.43 (Lat: 36.413756, Lng: -119.109656), Route carried "on" structure: State highway 216, Year Built: 1985, Year Reconstructed: 2014, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,800 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,415 (year 2036), Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: June 2018
Structure Number: 46 0244, Location: 06-TUL-216-13.43 (Lat: 36.413756, Lng: -119.109656), Route carried "on" structure: State highway 216, Year Built: 1985, Year Reconstructed: 2014, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,800 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 7,415 (year 2036), Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.430, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: June 2018
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Structure Number: 46C0024, Location: 4.0 MI N OF SR 198 (Lat: 36.383022, Lng: -119.135361), Route carried "on" structure: County highway , Year Built: 1921, Year Reconstructed: 1948, Status: Open, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 4,300 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 2,690 (year 2042), Design Load: HS 20, Features Intersected: ST JOHNS RIVER, Facility Carried by Structure: RD 196 (KAWEAH AV)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0024, Location: 4.0 MI N OF SR 198 (Lat: 36.383022, Lng: -119.135361), Route carried "on" structure: County highway , Year Built: 1921, Year Reconstructed: 1948, Status: Open, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 4,300 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 2,690 (year 2042), Design Load: HS 20, Features Intersected: ST JOHNS RIVER, Facility Carried by Structure: RD 196 (KAWEAH AV)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46C0029, Location: 2.3 MI N OF SR 198 (Lat: 36.360150, Lng: -119.134575), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 1,150 (year 1971), Truck Traffic: 10%, Average Future Daily Traffic: 3,228 (year 2042), Design Load: H 20, Features Intersected: KAWEAH RIVER, Facility Carried by Structure: ROAD 196/KAWEAH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0029, Location: 2.3 MI N OF SR 198 (Lat: 36.360150, Lng: -119.134575), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 1,150 (year 1971), Truck Traffic: 10%, Average Future Daily Traffic: 3,228 (year 2042), Design Load: H 20, Features Intersected: KAWEAH RIVER, Facility Carried by Structure: ROAD 196/KAWEAH AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0048, Location: 0.2 MI S OF AVE 336 (Lat: 36.396956, Lng: -119.135244), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,150 (year 1971), Truck Traffic: 5%, Average Future Daily Traffic: 2,187 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: ROAD 196 (RTE J27)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Meets minimum limits, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0048, Location: 0.2 MI S OF AVE 336 (Lat: 36.396956, Lng: -119.135244), Route carried "on" structure: County highway , Year Built: 1945, Year Reconstructed: 1958, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,150 (year 1971), Truck Traffic: 5%, Average Future Daily Traffic: 2,187 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: ROAD 196 (RTE J27)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Meets minimum limits, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0156, Location: 3.25 MI N OF SR 198 (Lat: 36.373628, Lng: -119.135058), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,150 (year 1971), Truck Traffic: 5%, Average Future Daily Traffic: 1,619 (year 2038), Features Intersected: KETCHUM DI, Facility Carried by Structure: ROAD 196
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0156, Location: 3.25 MI N OF SR 198 (Lat: 36.373628, Lng: -119.135058), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,150 (year 1971), Truck Traffic: 5%, Average Future Daily Traffic: 1,619 (year 2038), Features Intersected: KETCHUM DI, Facility Carried by Structure: ROAD 196
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0194, Location: .18 MI W OF R196 (Lat: 36.369736, Lng: -119.138078), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 215 (year 2038), Features Intersected: KETCHUM DITCH, Facility Carried by Structure: AVE 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0194, Location: .18 MI W OF R196 (Lat: 36.369736, Lng: -119.138078), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 215 (year 2038), Features Intersected: KETCHUM DITCH, Facility Carried by Structure: AVE 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0208, Location: 0.2 MI W SR 245 (Lat: 36.449981, Lng: -119.131972), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 250 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 327 (year 2042), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: AVE 364
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $27,000, Total Project Cost: $230,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0208, Location: 0.2 MI W SR 245 (Lat: 36.449981, Lng: -119.131972), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 250 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 327 (year 2042), Design Load: HS 20, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: AVE 364
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $27,000, Total Project Cost: $230,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46C0234, Location: 0.1 MI WEST OF ROAD 200 (Lat: 36.399289, Lng: -119.126572), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 400 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 657 (year 2042), Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: AVE 336 (10TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0234, Location: 0.1 MI WEST OF ROAD 200 (Lat: 36.399289, Lng: -119.126572), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 400 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 657 (year 2042), Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: AVE 336 (10TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46C0235, Location: 0.2 MI NORTH OF AVE 332 (Lat: 36.396133, Lng: -119.116731), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 500 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 733 (year 2042), Design Load: H 15, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: ROAD 204
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: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), 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: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0235, Location: 0.2 MI NORTH OF AVE 332 (Lat: 36.396133, Lng: -119.116731), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 500 (year 1978), Truck Traffic: 2%, Average Future Daily Traffic: 733 (year 2042), Design Load: H 15, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: ROAD 204
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: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), 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: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0236, Location: 0.3 MI WEST OF SR 245 (Lat: 36.384678, Lng: -119.105514), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 250 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 548 (year 2042), Design Load: H 15, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: AVENUE 328
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.3m (46.9ft), 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: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 20.4 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: 15.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C0236, Location: 0.3 MI WEST OF SR 245 (Lat: 36.384678, Lng: -119.105514), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1973, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 250 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 548 (year 2042), Design Load: H 15, Features Intersected: FRIANT-KERN CANAL, Facility Carried by Structure: AVENUE 328
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 14.3m (46.9ft), 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: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 20.4 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: 15.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0329, Location: 0.7 MI N OF A344 (Lat: 36.423194, Lng: -119.143575), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 25 (year 1978), Average Future Daily Traffic: 55 (year 2042), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: ROAD 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0329, Location: 0.7 MI N OF A344 (Lat: 36.423194, Lng: -119.143575), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 25 (year 1978), Average Future Daily Traffic: 55 (year 2042), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: ROAD 192
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46C033, Location: 0.4 MI N OF A 352 (Lat: 36.433325, Lng: -119.170778), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 10%, Average Future Daily Traffic: 273 (year 2042), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: ROAD 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C033, Location: 0.4 MI N OF A 352 (Lat: 36.433325, Lng: -119.170778), Route carried "on" structure: County highway , Year Built: 1937, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 125 (year 1978), Truck Traffic: 10%, Average Future Daily Traffic: 273 (year 2042), Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: ROAD 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 46C0358, Location: ROAD 196 (Lat: 36.399281, Lng: -119.135525), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 725 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 1,641 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: AVENUE 336
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Very 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 46C0358, Location: ROAD 196 (Lat: 36.399281, Lng: -119.135525), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 725 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 1,641 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: AVENUE 336
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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Very 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 46C0359, Location: 0.35 MI E OF ROAD 188 (Lat: 36.399308, Lng: -119.146625), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 725 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 1,642 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: AVENUE 336
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), Skew: 3 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: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 46C0359, Location: 0.35 MI E OF ROAD 188 (Lat: 36.399308, Lng: -119.146625), Route carried "on" structure: County highway , Year Built: 1949, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 725 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 1,642 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: AVENUE 336
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), Skew: 3 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: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 46C036, Location: 0.1 MI S OF AVE 336 (Lat: 36.398069, Lng: -119.116767), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 1978), Truck Traffic: 1%, Average Future Daily Traffic: 767 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: ROAD 204
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 46C036, Location: 0.1 MI S OF AVE 336 (Lat: 36.398069, Lng: -119.116767), Route carried "on" structure: County highway , Year Built: 1924, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 1978), Truck Traffic: 1%, Average Future Daily Traffic: 767 (year 2042), Features Intersected: WUTCHUMNA DITCH, Facility Carried by Structure: ROAD 204
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), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Good, Culverts: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 46C0361, Location: 0.8 MI W OF SR 245 (Lat: 36.355117, Lng: -119.130889), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 175 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 535 (year 2035), Design Load: HS 15, Features Intersected: CONSOLIDATE PEOPLE DITCH, Facility Carried by Structure: AVENUE 312
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46C0361, Location: 0.8 MI W OF SR 245 (Lat: 36.355117, Lng: -119.130889), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 175 (year 1978), Truck Traffic: 5%, Average Future Daily Traffic: 535 (year 2035), Design Load: HS 15, Features Intersected: CONSOLIDATE PEOPLE DITCH, Facility Carried by Structure: AVENUE 312
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: FKC MP68.17, Location: 2 mi WSW of Woodlake CA (Lat: 36.400300, Lng: -119.134750), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 100 (year 2040), Design Load: Greater than HL93, Features Intersected: Friant-Kern Canal, Facility Carried by Structure: Road 196
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.686, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021
Structure Number: FKC MP68.17, Location: 2 mi WSW of Woodlake CA (Lat: 36.400300, Lng: -119.134750), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 100 (year 2040), Design Load: Greater than HL93, Features Intersected: Friant-Kern Canal, Facility Carried by Structure: Road 196
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.686, Lanes on structure: 2, Owner: Bureau of Reclamation, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021